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other provinces and regions in Vietnam and other country.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Address\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Headquarters of Can Tho Journal of Medicine and Pharmacy, located Scientific Research and International Cooperation Office: 179 Nguyen Van Cu Street, An Khanh Ward, Ninh Kieu District, Can Tho City, Vietnam.\u003C\u002Fspan>\u003C\u002Fp>","\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Ngày 16\u002F7\u002F2015, Tạp chí Y Dược học Cần Thơ được cấp chỉ số quốc tế: ISSN 2354-1210.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Từ tháng 4\u002F2016, Tạp chí đã được Hội đồng Giáo sư ngành Y đưa vào danh sách các tạp chí khoa học Y học được tính điểm công trình 0-0,5 điểm cho một bài báo đăng.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Năm 2020 Tạp chí Y Dược học Cần Thơ đã được phê duyệt vào danh mục của các Hội đồng Giáo sư ngành Dược học được tính điểm công trình 0-0,5 điểm cho một bài báo đăng.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tạp chí Y Dược học Cần Thơ ra 12 số\u002Fnăm, 180-200 trang\u002Fsố.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Từ tháng 12\u002F2022 Tạp chí Y Dược học Cần Thơ là thành viên của hệ thống Crossref và từ tháng 01\u002F2023 tạp chí thực hiện bình duyệt online kín 2 chiều nhằm tăng tính minh bạch, tin cậy của các công trình nghiên cứu khoa học và đảm bảo tốt nhất chất lượng khoa học của bài viết.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tôn chỉ, mục đích và phạm vi của tạp chí\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tôn chỉ và mục đích hoạt động của tạp chí: xuất bản nhằm mục đích phổ biến kết quả từ các đề tài nghiên cứu khoa học; giao lưu trao đổi khoa học, chia sẻ kinh nghiệm, học tập, đồng thời cập nhật thông tin khoa học mới trong các lĩnh vực y, sinh, dược học trong và ngoài nước.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Phạm vi của tạp chí: Tạp chí xuất bản được chia thành 3 chuyên mục: (i) Bài báo nghiên cứu khoa học là kết quả công trình nghiên cứu khoa học có giá trị đã được triển khai nghiên cứu, (ii) Bài tổng quan y, sinh, dược học: phục vụ mục tiêu đào tạo liên tục trong lĩnh vực y, sinh, dược học; nhằm hệ thống hóa những kiến thức kinh điển và hiện đại; (iii) Thông tin cập nhật kiến thức mới về y, sinh, dược học trong nước và trên thế giới.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Chính sách truy cập mở\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tạp chí Y Dược học Cần Thơ áp dụng chính sách truy cập mở đối với các bài báo đã xuất bản đến với độc giả, nhằm mở rộng cơ hội tiếp cận các kết quả nghiên cứu chất lượng cao và tăng cường trao đổi kiến thức. Tạp chí đăng tải trực tuyến (miễn phí) toàn văn các bài báo được công bố trên website của Tạp chí (https:\u002F\u002Ftapchi.ctump.edu.vn).\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Đạo đức xuất bản\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tạp chí Y Dược học Cần Thơ cam kết tuân thủ đạo đức xuất bản phù hợp với các hướng dẫn và tiêu chuẩn của the Committee on Publication Ethics (COPE), tuân thủ các nguyên tắc của COPE’s Core Practices, Best Practices Guidelines for Journal Editors và Guidelines on Good Publication Practices.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Bản thảo bài báo chỉ được chấp nhận khi được tác giả chịu trách nhiệm chính cam kết các nội dung sau: Các nội dung của bản thảo chưa được đăng tải toàn bộ hoặc một phần ở các tạp chí khác; Tất cả các tác giả đều có đóng góp một cách đáng kể vào quá trình nghiên cứu hoặc chuẩn bị bản thảo và cùng chịu trách nhiệm về các nội dung của bản thảo; Tuân thủ các biện pháp đảm bảo đạo đức nghiên cứu (ví dụ thỏa thuận đồng ý tham gia nghiên cứu).\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Cam kết bảo mật\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tạp chí cam kết thực hiện và tuân thủ các quy định của luật và các văn bản hướng dẫn liên quan đến bảo mật thông tin cá nhân trên không gian mạng. Các thông tin mà người dùng (tác giả, độc giả, biên tập viên, người phản biện) nhập vào các biểu mẫu trên Hệ thống Quản lý xuất bản trực tuyến của tạp chí chỉ được sử dụng vào các mục đích đã được tuyên bố rõ ràng và sẽ không được cung cấp cho bất kỳ bên thứ ba nào khác, hay dùng vào bất kỳ mục đích nào khác.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Phí gửi bài\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Lệ phí gửi đăng bài: 1.000.000đ\u002Fbài báo\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Lệ phí gửi đăng nhanh: 1.500.000đ\u002Fbài báo\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Đối với tác giả là cán bộ viên chức thuộc Trường Đại học Y Dược Cần Thơ thì được hỗ trợ 50% lệ phí gửi đăng bài.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Đối với sinh viên thực hiện đề tài nghiên cứu khoa học cấp trường được hỗ trợ 100% lệ phí đăng bài ( Tác giả gửi đính kèm “ Quyết định về việc giao tổ chức thực hiện đề tài nghiên cứu khoa học cấp Trường của sinh viên”).\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Hình thức nộp lệ phí:\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">1. Tiền mặt:\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Nộp trực tiếp tại Phòng Tài chính - Kế toán, Trường Đại học Y Dược Cần Thơ, số 179 Nguyễn Văn Cừ, P. An Khánh, Q. Ninh Kiều, thành phố Cần Thơ.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">2. Chuyển khoản:\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tên Tài khoản: Trường ĐHYD Cần Thơ, Số TK: 0111000115668, tại ngân hàng Vietcombank chi nhánh Cần Thơ.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Thời gian: Áp dụng từ ngày 01\u002F02\u002F2023.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">* Phí gửi bài không được hoàn trả khi bài viết bị từ chối hoặc tác giả xin rút bài viết.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Quy trình phản biện bài báo\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tạp chí Y Dược học Cần Thơ thực hiện quy trình phản biện kín hai chiều nghiêm ngặt. Danh tính của những người phản biện không được tiết lộ cho các tác giả và ngược lại. Quy trình thẩm định bài báo đăng gồm các bước sau:\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tiếp nhận bản thảo\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Tác giả liên hệ gửi bản thảo đến Tạp chí qua hệ thống trực tuyến tại website: https:\u002F\u002Ftapchi.ctump.edu.vn. Hướng dẫn về cách đăng ký, gửi bài và chuẩn bị bản thảo được cung cấp trên website của Tạp chí.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Sàng lọc sơ bộ\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Sau khi Tòa soạn nhận được bài báo của tác giả, Ban Thư ký sẽ tiến hành kiểm tra sơ bộ bài báo (các yêu cầu về nội dung và hình thức). Những bài báo không đúng quy cách hoặc có nội dung không phù hợp hoặc vi phạm bản quyền sẽ bị từ chối (Ban Thư ký thông báo phản hồi đến tác giả trong vòng 1 tuần). Những bài báo đủ điều kiện, được Ban Thư ký tòa soạn chuyển đến Ban Biên tập có cùng chuyên môn với nội dung bài báo để đề xuất người phản biện. Thời gian kể từ khi Ban Biên tập nhận bài báo đến khi đề xuất người phản biện bài báo chậm nhất là 5 ngày.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Vòng phản biện\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">1. Ban Thư ký gửi bài và yêu cầu phản biện đến 02 phản biện độc lập.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">2. Các phản biện gởi nhận xét cho Ban Thư ký. Thời gian từ khi gửi bài cho phản biện đến khi nhận ý kiến của phản biện tối đa là 20 ngày.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Xử ký kết quả phản biện\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">1. Nếu ý kiến đồng ý cho đăng và không cần chỉnh sửa, Ban Thư ký tiếp tục đăng bài theo qui trình.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">2. Nếu ý kiến đồng ý đăng và cần chỉnh sửa, Ban Thư ký sẽ thông tin đến tác giả chỉnh sửa theo yêu cầu của người phản biện. Thời gian chỉnh sửa và gửi lại kéo dài không quá 2 tuần, từ khi tác giả bài báo nhận được thông tin (Quá trình này có thể lặp lại tối đa 2 lần\u002F1 bài báo). Khi có sự thống nhất, đồng ý của người phản biện; bài báo được tiếp tục đăng theo qui trình.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">3. Những bài báo có chất lượng không đạt yêu cầu, cả 2 phản biện không đồng ý cho đăng sẽ bị Tòa soạn từ chối đăng.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">Xuất bản\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">1. Ban Thư ký tổng hợp các bản thảo đã được tác giả hoàn thiện sau thẩm định trình Ban Biên tập xem xét, Tổng Biên tập phê duyệt, quyết định bài đăng theo các tiêu chí: sự phù hợp nội dung với tôn chỉ và mục đích, thể loại bài viết (ưu tiên các bài có bài có nghiên cứu chuyên sâu, hàm lượng khoa học cao), đóng góp mới bài báo, bài báo được ưu tiên đăng trong số gần nhất của Tạp chí theo thứ tự: tính thời sự, chất lượng bài báo và thời gian gửi bài.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">2. Ban Biên tập và Ban Thư ký biên tập bản thảo, chế bản, đọc rà soát lỗi. Thời gian hoàn thành từ 10-15 ngày.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">3. Ban Thư ký có trách nhiệm thông báo cho tác giả bài báo (bằng e-mail) về tình hình phê duyệt bài báo, thời gian, số kỳ, tập xuất bản bài báo theo qui định.\u003C\u002Fspan>\u003C\u002Fp>\u003Cp>\u003Cbr>\u003C\u002Fp>\u003Cp>\u003Cspan style=\"color: rgb(0, 0, 0);\">4. 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Its theoretical basis in unsaturated flow theory is reviewed, together with methods of measurement suitable for cement-based materials. Available data on mortars and concretes are included. The dependence of the sorptivity on initial water content, temperature and fluid properties is also described. Other test methods (the initial surface absorption, the Figg water absorption and the Covercrete absorption tests) are discussed in terms of the sorptivity. \u003C\u002Fjats:p>",{"EN":789},"Water sorptivity of mortars and concretes: a review",{"VOID":791},"10.1680\u002Fmacr.1989.41.147.51","PUBLICATION","Auto Verify",[102],"https:\u002F\u002Fwww.icevirtuallibrary.com\u002Fdoi\u002F10.1680\u002Fmacr.1989.41.147.51",[797],{"id":798,"sortIndex":36,"researcher":26,"roles":799,"affiliations":800,"properties":812},"c9e4fc1c-7ae1-484f-9499-02ba945390ad",[],[801],{"id":802,"sortIndex":36,"affiliation":803,"properties":26},"97c5195d-2036-4ec3-8ba9-2bc5e739db99",{"id":804,"createTime":805,"updateTime":806,"relativeEntities":807,"slug":808,"properties":809,"entityType":98,"verifyStatus":28,"verifyTime":26,"verifyNote":26,"syncStatus":28,"languages":26,"translateLanguages":26,"viewCount":36},"ed86ce18-fe9b-4674-a4f1-fa45bb975e65","2023-12-14T02:46:31.948+00:00","2024-12-10T02:29:44.676+00:00",[],"University-of-Manchester-Institute-of-Science-and-Technology",{"title":810},{"VI":811},"University of Manchester Institute of Science and Technology",{"openalex":813,"orcid":815,"title":817},{"VOID":814},"A5103046457",{"VOID":816},"https:\u002F\u002Forcid.org\u002F0000-0002-6372-3535",{"EN":818},"Christopher Hall","ARTICLE",{"url":26,"publisher":821,"properties":851},{"id":659,"createTime":660,"updateTime":661,"relativeEntities":822,"slug":663,"properties":823,"entityType":24,"verifyStatus":28,"verifyTime":26,"verifyNote":26,"syncStatus":28,"languages":26,"translateLanguages":26,"viewCount":36,"subjectFields":829,"manageAffiliations":830,"indexDatabases":831,"url":753,"thumbnailPath":26,"statistic":846,"gsStatistic":26,"type":26,"analyzePriority":26},[],{"country":824,"issn":825,"introduce":826,"eissn":827,"title":828},{"VOID":666},{"VOID":668},{"EN":670},{"VOID":672},{"EN":674},[],[],[832,839],{"id":713,"indexDatabase":833,"url":728,"indexYears":26,"academicFieldIds":838,"indexDatabaseRanking":26},{"id":715,"createTime":716,"updateTime":717,"relativeEntities":834,"label":835,"description":836,"key":724,"publicationTags":837,"standard":26},[],{"EN":720,"VI":720},{"VI":722,"EN":723},[726,727],[730,731],{"id":733,"indexDatabase":840,"url":746,"indexYears":747,"academicFieldIds":845,"indexDatabaseRanking":752},{"id":735,"createTime":736,"updateTime":737,"relativeEntities":841,"label":842,"description":843,"key":743,"publicationTags":844,"standard":26},[],{"EN":740,"VI":740},{"EN":740,"VI":742},[745],[749,750,751],{"impactFactor":36,"impactFactorByYear":847,"i10Index":241,"i10IndexLast5Year":115,"totalPublication":396,"totalPublicationByYear":848,"totalCitation":757,"totalCitationByYear":849,"totalCitationPerPublication":766,"totalCitationPerPublicationByYear":850,"hindexLast5Year":239,"hindex":239},{"2014":115,"2015":114,"2016":115,"2017":114,"2018":162,"2022":158,"2023":356},{"1962":115,"1975":115,"1981":115,"1985":115,"1986":114,"1989":115,"1995":115,"1997":115,"1998":115,"1999":115,"2001":115,"2002":115,"2003":115,"2004":115,"2005":115,"2007":115,"2009":114,"2012":115,"2013":59,"2014":115,"2016":115,"2021":115,"2024":114},{"1962":287,"1975":533,"1981":124,"1985":240,"1986":759,"1989":760,"1995":241,"1997":761,"1998":357,"1999":47,"2001":244,"2002":396,"2003":762,"2004":608,"2005":763,"2007":238,"2009":764,"2012":516,"2013":765,"2014":111,"2016":608,"2021":608,"2024":114},{"1962":287,"1975":533,"1981":124,"1985":240,"1986":768,"1989":760,"1995":241,"1997":761,"1998":357,"1999":47,"2001":244,"2002":396,"2003":762,"2004":608,"2005":763,"2007":238,"2009":769,"2012":516,"2013":770,"2014":111,"2016":608,"2021":608,"2024":115},{"volume":852,"pages":854,"issue":856},{"VOID":853},"41",{"VOID":855},"51-61",{"VOID":857},"147",{"total":760,"publishYear":26,"statisticByYear":859},{"2012":285,"2013":397,"2014":222,"2015":260,"2016":48,"2017":284,"2018":257,"2019":398,"2020":517,"2021":48,"2022":281,"2023":204,"2024":397},"1989-06-01",1989,[],false,{"id":865,"createTime":866,"updateTime":866,"relativeEntities":867,"slug":868,"properties":869,"entityType":792,"verifyStatus":25,"verifyTime":866,"verifyNote":793,"syncStatus":28,"languages":881,"translateLanguages":26,"viewCount":36,"primaryUrl":882,"fullTextUrl":26,"authors":883,"publicationType":819,"publisherRelationship":906,"citationCount":763,"citationInfo":944,"publishDate":946,"publishYear":947,"citationAnalyzeStatus":28,"lastCitationAnalyze":26,"indexDatabases":26,"openAccess":26,"references":948,"isForceReanalyzing":863},"d40fad5e-54fa-4461-8246-bff51ad65818","2024-09-22T16:14:19.651+00:00",[],"Concrete-strength-for-fire-safety-design",{"mag":870,"keywords":872,"openalex":873,"abstract":875,"title":877,"doi":879},{"VOID":871},"2066701512",{},{"VOID":874},"W2066701512",{"EN":876},"\u003Cjats:p> Idealised data have been derived for the compressive strength of a number of concretes for fire safety design. The data are derived from the author's own research including test series not published before and from more than 400 other test series comprising approximately 3000 specimens known from literature and personal contact. The data cover a variety of concretes with aggregates such as siliceous materials, limestone, granite, sea gravel, pumice, and expanded clay to fire-resistant concrete based on chamotte or Danish mo-clay. Processes are briefly described that are responsible for the deterioration of the materials when they are heated and when they are cooled down after a fire. In addition, it is explained how variations of the concrete composition influences the deterioration. Necessary characteristics of design methods are derived for variable fire courses based on analyses of consequences of material deterioration. The paper serves as a basis for a number of papers presenting calculation methods developed by the author for load-bearing capacity of any structure of any concrete at any time of any fire exposure. Some of these methods and related materials data are adopted in the CEN: ENV 1992-1-2 code and national codes such as the Danish DS411. The present paper serves as a part of the documentation for the methods and it is therefore also a supporting document for these standards. \u003C\u002Fjats:p>",{"EN":878},"Concrete strength for fire safety design",{"VOID":880},"10.1680\u002Fmacr.2005.57.8.445",[102],"https:\u002F\u002Fwww.icevirtuallibrary.com\u002Fdoi\u002F10.1680\u002Fmacr.2005.57.8.445",[884],{"id":885,"sortIndex":36,"researcher":26,"roles":886,"affiliations":887,"properties":899},"08dbd576-0cd6-486b-be01-03e1621c226c",[],[888],{"id":889,"sortIndex":36,"affiliation":890,"properties":26},"2768119a-0fe8-4f11-a88e-babf27f3e6e2",{"id":891,"createTime":892,"updateTime":893,"relativeEntities":894,"slug":895,"properties":896,"entityType":98,"verifyStatus":28,"verifyTime":26,"verifyNote":26,"syncStatus":28,"languages":26,"translateLanguages":26,"viewCount":36},"bf62cfa6-c811-4b4b-a33d-4bec1dfc792a","2024-09-22T16:14:19.667+00:00","2024-11-29T20:53:47.072+00:00",[],"Department-of-Civil-Engineering-Brovej-Building-118-Technical-University-of-Denmark-DK-2800-Kgs-Lyngby-Denmark",{"title":897},{"EN":898},"Department of Civil Engineering, Brovej Building 118, Technical University of Denmark DK-2800 Kgs. Lyngby, Denmark",{"openalex":900,"orcid":902,"title":904},{"VOID":901},"A5070934610",{"VOID":903},"https:\u002F\u002Forcid.org\u002F0000-0002-8916-7661",{"EN":905},"Kristian Dahl Hertz",{"url":26,"publisher":907,"properties":937},{"id":659,"createTime":660,"updateTime":661,"relativeEntities":908,"slug":663,"properties":909,"entityType":24,"verifyStatus":28,"verifyTime":26,"verifyNote":26,"syncStatus":28,"languages":26,"translateLanguages":26,"viewCount":36,"subjectFields":915,"manageAffiliations":916,"indexDatabases":917,"url":753,"thumbnailPath":26,"statistic":932,"gsStatistic":26,"type":26,"analyzePriority":26},[],{"country":910,"issn":911,"introduce":912,"eissn":913,"title":914},{"VOID":666},{"VOID":668},{"EN":670},{"VOID":672},{"EN":674},[],[],[918,925],{"id":713,"indexDatabase":919,"url":728,"indexYears":26,"academicFieldIds":924,"indexDatabaseRanking":26},{"id":715,"createTime":716,"updateTime":717,"relativeEntities":920,"label":921,"description":922,"key":724,"publicationTags":923,"standard":26},[],{"EN":720,"VI":720},{"VI":722,"EN":723},[726,727],[730,731],{"id":733,"indexDatabase":926,"url":746,"indexYears":747,"academicFieldIds":931,"indexDatabaseRanking":752},{"id":735,"createTime":736,"updateTime":737,"relativeEntities":927,"label":928,"description":929,"key":743,"publicationTags":930,"standard":26},[],{"EN":740,"VI":740},{"EN":740,"VI":742},[745],[749,750,751],{"impactFactor":36,"impactFactorByYear":933,"i10Index":241,"i10IndexLast5Year":115,"totalPublication":396,"totalPublicationByYear":934,"totalCitation":757,"totalCitationByYear":935,"totalCitationPerPublication":766,"totalCitationPerPublicationByYear":936,"hindexLast5Year":239,"hindex":239},{"2014":115,"2015":114,"2016":115,"2017":114,"2018":162,"2022":158,"2023":356},{"1962":115,"1975":115,"1981":115,"1985":115,"1986":114,"1989":115,"1995":115,"1997":115,"1998":115,"1999":115,"2001":115,"2002":115,"2003":115,"2004":115,"2005":115,"2007":115,"2009":114,"2012":115,"2013":59,"2014":115,"2016":115,"2021":115,"2024":114},{"1962":287,"1975":533,"1981":124,"1985":240,"1986":759,"1989":760,"1995":241,"1997":761,"1998":357,"1999":47,"2001":244,"2002":396,"2003":762,"2004":608,"2005":763,"2007":238,"2009":764,"2012":516,"2013":765,"2014":111,"2016":608,"2021":608,"2024":114},{"1962":287,"1975":533,"1981":124,"1985":240,"1986":768,"1989":760,"1995":241,"1997":761,"1998":357,"1999":47,"2001":244,"2002":396,"2003":762,"2004":608,"2005":763,"2007":238,"2009":769,"2012":516,"2013":770,"2014":111,"2016":608,"2021":608,"2024":115},{"volume":938,"pages":940,"issue":942},{"VOID":939},"57",{"VOID":941},"445-453",{"VOID":943},"8",{"total":763,"publishYear":26,"statisticByYear":945},{"2012":116,"2013":239,"2014":173,"2015":52,"2016":116,"2017":103,"2018":124,"2019":252,"2020":240,"2021":539,"2022":255,"2023":125,"2024":234},"2005-10-01",2005,[949,952,955,958,961,964,967,970,973,976,979,982,985,988,991,994,997,1000,1003,1006,1009],{"id":26,"text":950,"url":26,"identifiers":951},"10.1680\u002Fmacr.2004.56.8.453",{"doi":950},{"id":26,"text":953,"url":26,"identifiers":954},"10.1680\u002Fmacr.1982.34.121.213",{"doi":953},{"id":26,"text":956,"url":26,"identifiers":957},"10.1016\u002FS0379-7112(02)00051-6",{"doi":956},{"id":26,"text":959,"url":26,"identifiers":960},"10.1016\u002Fj.firesaf.2005.04.001",{"doi":959},{"id":26,"text":962,"url":26,"identifiers":963},"Hertz K. D. Betonkonstruktioners brandtekniske egenskaber. (Fire properties of concrete constructions) Part 1 of PhD Thesis, 1980, Institute of Building Design, now: Department of Civil Engineering, Technical University of Denmark, Lyngby, Report No. 140.",{},{"id":26,"text":965,"url":26,"identifiers":966},"Hertz K. D. Reference list on concrete constructions exposed to high temperatures. Part 3 of PhD Thesis, 1980, Institute of Building Design, now: Department of Civil Engineering, Technical University of Denmark, Lyngby, Report No. 141.",{},{"id":26,"text":968,"url":26,"identifiers":969},"Hertz K. D. Analyses of prestressed concrete structures exposed to fire, 1985, Institute of Building Design, now: Department of Civil Engineering, Technical University of Den-mark, Lyngby, Report 174.",{},{"id":26,"text":971,"url":26,"identifiers":972},"CEN: ENV 1992-1-2, Design of Concrete Structures; General Rules, Structural Fire Design",{},{"id":26,"text":974,"url":26,"identifiers":975},"Hertz K. D., 1992, ACI Materials Journal, 89, 345",{},{"id":26,"text":977,"url":26,"identifiers":978},"Hertz K. D., 1986, ACI American Concrete Institute, Special Publication,, 92, 143",{},{"id":26,"text":980,"url":26,"identifiers":981},"Abrams M. S., 1968, ACI American Concrete Institute, Special Publication, 25, 33",{},{"id":26,"text":983,"url":26,"identifiers":984},"10.1680\u002Fmacr.1956.8.23.85",{"doi":983},{"id":26,"text":986,"url":26,"identifiers":987},"10.1680\u002Fmacr.2002.54.2.77",{"doi":986},{"id":26,"text":989,"url":26,"identifiers":990},"Persson B., 2003, Self-Compacting Concrete at Fire Temperatures",{},{"id":26,"text":992,"url":26,"identifiers":993},"DS, 1999, Danish Code of Practice for Concrete Constructions",{},{"id":26,"text":995,"url":26,"identifiers":996},"Hertz K. D., 2003, Documentation for Calculations of Standard Fire Resistance of Slabs and Walls of Concrete with Expanded Clay Aggregate",{},{"id":26,"text":998,"url":26,"identifiers":999},"Jensen M. V. B., Nordic Mini-Seminar on Concrete and Fire",{},{"id":26,"text":1001,"url":26,"identifiers":1002},"Mailund H. J., Larsen C. H. Styrke af brandpåvirket letbeton. (Strength of Fire Exposed Lightweight Concrete.) Diploma project, June 1991 Danish Engineering Academy, now: Department of Civil Engineering, Technical University of Denmark, Lyngby.",{},{"id":26,"text":1004,"url":26,"identifiers":1005},"Harada T., 1972, ACI American Concrete Institute, Special Publication, 34, 377",{},{"id":26,"text":1007,"url":26,"identifiers":1008},"Nekrasov K. D., 1969, Heat resistant concrete of Portland cement",{},{"id":26,"text":1010,"url":26,"identifiers":1011},"Muff M. Brandbestandig beton basered på moler. (Fire resistant concrete based on mo-clay.) MSc Project, 1983, Institute of Building Design, now: Department of Civil Engineering, Technical University of Denmark, Lyngby.",{},{"id":1013,"createTime":1014,"updateTime":1014,"relativeEntities":1015,"slug":1016,"properties":1017,"entityType":792,"verifyStatus":25,"verifyTime":1014,"verifyNote":793,"syncStatus":28,"languages":1029,"translateLanguages":26,"viewCount":36,"primaryUrl":1030,"fullTextUrl":26,"authors":1031,"publicationType":819,"publisherRelationship":1105,"citationCount":1142,"citationInfo":1143,"publishDate":1145,"publishYear":1146,"citationAnalyzeStatus":28,"lastCitationAnalyze":26,"indexDatabases":26,"openAccess":26,"references":1147,"isForceReanalyzing":863},"c81835c7-9b37-4c67-9454-72c073524888","2024-08-30T19:11:08.991+00:00",[],"Influence-of-the-interfacial-transition-zone-and-microcracking-on-the-diffusivity-permeability-and-sorptivity-of-cement-based-materials-after-drying",{"mag":1018,"keywords":1020,"openalex":1021,"abstract":1023,"title":1025,"doi":1027},{"VOID":1019},"1963609242",{},{"VOID":1022},"W1963609242",{"EN":1024},"\u003Cjats:p> Available experimental investigations on the effect of the aggregate–paste ‘interfacial transition zone' (ITZ) on mass transport properties of cement-based materials appear to be ambiguous. While some studies have found a deleterious effect of the ITZ, results from others seem to suggest otherwise. The present study examines the relative influences of ITZ and microcracking on the oxygen diffusivity, oxygen permeability and water sorptivity, to further enhance understanding of the links between microstructure and transport properties. Specimens of several neat cement pastes, mortars and concretes were prepared and tested. Variables include water\u002Fcement (w\u002Fc) ratio (0·3 and 0·5), binder type (CEM I and CEM II with 8% silica fume), curing period (3 and 90 days), aggregate volume fraction (0–70%) and preconditioning temperature (50°C and 105°C). 105°C drying was adapted to induce microcracking. Backscattered electron microscopy and image analysis were applied to characterise the microstructure, in particular the microcracks. It was observed that in all cases, the transport properties of mortars decreased with increasing ITZ fraction. Permeability was far more sensitive to the presence of microcracking and changes in total porosity, compared with diffusivity or sorptivity. However, no critical threshold sand content linked to an ITZ percolation effect was found, even in the deliberately damaged samples. Concretes have about the same diffusivity and sorptivity, but significantly higher permeability than mortars with the same volume fraction of aggregate, despite a lower ITZ fraction. It is argued that the higher permeability of concrete is attributable to more microcracking, and because the microcracks and paste are less tortuous than the equivalent mortar. It is also shown that conventional permeability testing is affected by the sample thickness-to-maximum aggregate size ratio, which may be another factor explaining the disparity between the measured permeability of concretes and mortars. \u003C\u002Fjats:p>",{"EN":1026},"Influence of the interfacial transition zone and microcracking on the diffusivity, permeability and sorptivity of cement-based materials after drying",{"VOID":1028},"10.1680\u002Fmacr.2008.61.8.571",[102],"https:\u002F\u002Fwww.icevirtuallibrary.com\u002Fdoi\u002F10.1680\u002Fmacr.2008.61.8.571",[1032,1054,1071,1088],{"id":1033,"sortIndex":59,"researcher":26,"roles":1034,"affiliations":1035,"properties":1047},"f5ec18de-277f-4a6f-8938-33fa95d00d7f",[],[1036],{"id":1037,"sortIndex":36,"affiliation":1038,"properties":26},"a5fb3c5e-2cc8-4095-8989-7b21280360e1",{"id":1039,"createTime":1040,"updateTime":1041,"relativeEntities":1042,"slug":1043,"properties":1044,"entityType":98,"verifyStatus":28,"verifyTime":26,"verifyNote":26,"syncStatus":28,"languages":26,"translateLanguages":26,"viewCount":36},"012093b9-a163-496b-9c3a-37b779625f13","2023-12-19T07:10:57.460+00:00","2025-06-11T14:35:58.174+00:00",[],"Imperial-College-London",{"title":1045},{"VI":1046},"Imperial College London",{"openalex":1048,"orcid":1050,"title":1052},{"VOID":1049},"A5074802884",{"VOID":1051},"https:\u002F\u002Forcid.org\u002F0000-0001-6674-3403",{"EN":1053},"Robert W. 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M., 1997, Properties of Concrete, 4",{},{"id":1349,"createTime":1350,"updateTime":1350,"relativeEntities":1351,"slug":1352,"properties":1353,"entityType":792,"verifyStatus":25,"verifyTime":1350,"verifyNote":793,"syncStatus":28,"languages":1365,"translateLanguages":26,"viewCount":36,"primaryUrl":1366,"fullTextUrl":26,"authors":1367,"publicationType":819,"publisherRelationship":1424,"citationCount":1462,"citationInfo":1463,"publishDate":1465,"publishYear":1466,"citationAnalyzeStatus":28,"lastCitationAnalyze":26,"indexDatabases":26,"openAccess":26,"references":1467,"isForceReanalyzing":863},"6f027e31-f9e2-4fc0-b7c1-d345dd9b8629","2024-11-27T14:55:37.648+00:00",[],"Corrosion-in-cracked-and-uncracked-concrete-influence-of-crack-width-concrete-quality-and-crack-reopening",{"mag":1354,"keywords":1356,"openalex":1357,"abstract":1359,"title":1361,"doi":1363},{"VOID":1355},"2008708085",{},{"VOID":1358},"W2008708085",{"EN":1360},"\u003Cjats:p> Cracks influence the durability of reinforced concrete (RC) structures in aggressive environments by accelerating the ingress of corrosive agents to the embedded steel. This study investigated the influence of crack width (0·7 mm, 0·4 mm and incipient cracks), binder type (100% CEM I (ordinary Portland cement – OPC) and 50\u002F50 OPC\u002FCorex slag blend), water-to-binder (w\u002Fb) ratio (0·40 and 0·55) and crack reopening on chloride-induced corrosion in RC specimens with constant cover of 40 mm. Over the study period (31 weeks), corrosion rates varied from passive values of 0·01 μA\u002Fcm\u003Cjats:sup>2\u003C\u002Fjats:sup> to active values of 1·50 μA\u002Fcm\u003Cjats:sup>2\u003C\u002Fjats:sup>. Results indicate that corrosion rate is sensitive to crack width, concrete quality (i.e. binder type and w\u002Fb ratio) and crack reopening. For a given binder type and w\u002Fb ratio, corrosion rate increased with increasing crack width; however, this increase was smaller in Corex slag specimens (increases of 40% or more) than in OPC specimens (increases 210% or more). Corex slag specimens generally had lower corrosion rates compared to OPC specimens. For both OPC and Corex slag specimens, corrosion rate decreased with decreasing w\u002Fb ratio. Crack reopening increased the corrosion rate in the cracked specimens. This increase in corrosion rate was higher if the specimen was actively corroding prior to the crack reopening. \u003C\u002Fjats:p>",{"EN":1362},"Corrosion in cracked and uncracked concrete – influence of crack width, concrete quality and crack 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(American Society for Testing and Materials). Standard Test Method for Half Cell Potentials of Uncoated Reinforcing Steel in Concrete, 1991, ASTM, West Conshohocken, PA, 48–58, Standard C876-91.",{},{"id":26,"text":1472,"url":26,"identifiers":1473},"10.1016\u002F0950-0618(95)00044-5",{"doi":1472},{"id":26,"text":1475,"url":26,"identifiers":1476},"Andrade C, 2003, Materials and Structures, 36, 461, 10.1007\u002FBF02481526",{"doi":1477},"10.1007\u002FBF02481526",{"id":26,"text":1479,"url":26,"identifiers":1480},"Arya C, 1996, Cement and Concrete Research, 26, 333, 10.1016\u002FS0008-8846(96)85022-8",{"doi":1481},"10.1016\u002FS0008-8846(96)85022-8",{"id":26,"text":1483,"url":26,"identifiers":1484},"Arya C, 1995, The Relevance of Cracking in Concrete to Corrosion of Reinforcement",{},{"id":26,"text":1486,"url":26,"identifiers":1487},"Bakker RFM, 1983, Proceedings of the CANMET\u002FACI First International Conference on the Use of Fly Ash, Silica Fume, Slag and Other Mineral By-products in Concrete, 1, 589",{},{"id":26,"text":1489,"url":26,"identifiers":1490},"Beeby A, 1983, Concrete International, 5, 35",{},{"id":26,"text":1492,"url":26,"identifiers":1493},"Bentur A , Diamond S , Berke N . Steel Corrosion in Concrete, Fundamentals and Civil Engineering Practice, 1997, E & FN Spon, London, 41–43.",{"doi":1494},"10.1201\u002F9781482271898",{"id":26,"text":1496,"url":26,"identifiers":1497},"CEB–FIP (Comité Euro-international du Béton–Federation Internationale de la Précontrainte), 1992, CEB–FIP Model Code 1990",{},{"id":26,"text":1499,"url":26,"identifiers":1500},"Clear CA, 1985, The Effects of Autogenous Healing upon the Leakage of Water through Cracks in Concrete",{},{"id":26,"text":1502,"url":26,"identifiers":1503},"Covarrubias JP, 2007, Concrete International, 29, 50",{},{"id":26,"text":1505,"url":26,"identifiers":1506},"10.1016\u002F0008-8846(88)90033-6",{"doi":1505},{"id":26,"text":1508,"url":26,"identifiers":1509},"Gautefall O, 1983, Nordic Concrete Research, 25, 17",{},{"id":26,"text":1511,"url":26,"identifiers":1512},"10.1016\u002F0010-938X(94)00156-Z",{"doi":1511},{"id":26,"text":1514,"url":26,"identifiers":1515},"Gowers KR, 1999, ACI Materials Journal, 96, 536",{},{"id":26,"text":1517,"url":26,"identifiers":1518},"10.1016\u002FS0963-8695(98)00010-3",{"doi":1517},{"id":26,"text":1520,"url":26,"identifiers":1521},"10.1007\u002FBF02481539",{"doi":1520},{"id":26,"text":1523,"url":26,"identifiers":1524},"10.1007\u002FBF02498563",{"doi":1523},{"id":26,"text":1526,"url":26,"identifiers":1527},"Mackechnie JR, 2003, Structural and Durability Properties of Concrete Made with Corex Slag",{},{"id":26,"text":1529,"url":26,"identifiers":1530},"10.1680\u002Fmacr.1993.45.162.63",{"doi":1529},{"id":26,"text":1532,"url":26,"identifiers":1533},"Mohamed B, 2003, ACI Materials Journal, 100, 38",{},{"id":26,"text":1535,"url":26,"identifiers":1536},"Neville AM, 2002, Concrete International, 24, 76",{},{"id":26,"text":1538,"url":26,"identifiers":1539},"Otieno MB, 2008, Corrosion Propagation in Cracked and Uncracked Concrete",{},{"id":26,"text":1541,"url":26,"identifiers":1542},"Pettersson K, 1996, Proceedings of the 3rd ACI\u002FCANMET International Conference on the Performance of Concrete in the Marine Environment, St Andrews-by-the-Sea, Canada, 163, 185",{},{"id":26,"text":1544,"url":26,"identifiers":1545},"10.1680\u002Fmacr.1994.46.167.81",{"doi":1544},{"id":26,"text":1547,"url":26,"identifiers":1548},"10.1680\u002Fmacr.2007.59.7.495",{"doi":1547},{"id":26,"text":1550,"url":26,"identifiers":1551},"Stansbury E, 2000, Fundamentals of Electrochemical Corrosion, 10.31399\u002Fasm.tb.fec.9781627083027",{"doi":1552},"10.31399\u002Fasm.tb.fec.9781627083027",{"id":26,"text":1554,"url":26,"identifiers":1555},"10.1149\u002F1.2428496",{"doi":1554},{"id":26,"text":1557,"url":26,"identifiers":1558},"Suzuki K, 1990, Corrosion of Reinforcement in Concrete, 19",{},{"id":26,"text":1560,"url":26,"identifiers":1561},"10.1016\u002FS0008-8846(97)00031-8",{"doi":1560},{"id":1563,"createTime":1564,"updateTime":1564,"relativeEntities":1565,"slug":1566,"properties":1567,"entityType":792,"verifyStatus":25,"verifyTime":1564,"verifyNote":793,"syncStatus":28,"languages":1579,"translateLanguages":26,"viewCount":36,"primaryUrl":1580,"fullTextUrl":26,"authors":1581,"publicationType":819,"publisherRelationship":1601,"citationCount":352,"citationInfo":1639,"publishDate":1641,"publishYear":1642,"citationAnalyzeStatus":28,"lastCitationAnalyze":26,"indexDatabases":26,"openAccess":26,"references":1643,"isForceReanalyzing":863},"79228936-9723-447a-850e-0daced174c80","2024-09-26T05:04:40.484+00:00",[],"Effect-of-exposure-time-and-rates-of-heating-and-cooling-on-residual-strength-of-heated-concrete",{"mag":1568,"keywords":1570,"openalex":1571,"abstract":1573,"title":1575,"doi":1577},{"VOID":1569},"1976085667",{},{"VOID":1572},"W1976085667",{"EN":1574},"\u003Cjats:p> Synopsis \u003C\u002Fjats:p>\u003Cjats:p> The paper describes tests on 100 mm concrete cubes heated to temperatures in the range of 200–800°C to determine the effect of varying time of exposure and rates of heating and cooling on the residual compressive strength of concrete. These variables were found to have a significant effect on concrete heated to the lower range of temperatures but their effect became less pronounced at high temperatures. Almost all the loss of compressive strength occurred within two hours of exposure to the maximum temperature. Pulse velocity measurements did not predict the residual strengths accurately and appeared to be more indicative of the levels of temperature to which the concrete had been exposed. \u003C\u002Fjats:p>",{"EN":1576},"Effect of exposure time and rates of heating and cooling on residual strength of heated concrete",{"VOID":1578},"10.1680\u002Fmacr.1986.38.136.151",[102],"https:\u002F\u002Fwww.icevirtuallibrary.com\u002Fdoi\u002F10.1680\u002Fmacr.1986.38.136.151",[1582],{"id":1583,"sortIndex":36,"researcher":26,"roles":1584,"affiliations":1585,"properties":1596},"b13aadc9-c6db-40cb-b7b5-8b9996a0433e",[],[1586],{"id":1587,"sortIndex":36,"affiliation":1588,"properties":26},"5e614b0d-6068-41db-8bcf-e9e8bffee4b9",{"id":1589,"createTime":1590,"updateTime":1590,"relativeEntities":1591,"slug":1592,"properties":1593,"entityType":98,"verifyStatus":28,"verifyTime":26,"verifyNote":26,"syncStatus":28,"languages":26,"translateLanguages":26,"viewCount":36},"acd20962-03fc-4825-9b6c-e0828ed2f0f4","2024-09-26T05:04:40.513+00:00",[],"University-of-Mauritus-School-of-Industrial-Technology",{"title":1594},{"EN":1595},"University of Mauritus: School of Industrial Technology",{"openalex":1597,"title":1599},{"VOID":1598},"A5034781024",{"EN":1600},"GTG 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Synopsis \u003C\u002Fjats:p>\u003Cjats:p> Simple analytical expressions are proposed for determining the critical stress intensity factor K\u003Cjats:sub>c\u003C\u002Fjats:sub>, and the critical energy release rate G\u003Cjats:sub>c\u003C\u002Fjats:sub>, of plain concretes in three-point bending. These expressions take into account the slow crack growth preceding fracture and the complex state of stress existing at a propagating crack front. The fracture toughness so determined is shown to be essentially independent of the test specimen dimensions and to depend only on the mix variables. It is also argued that unlike K\u003Cjats:sub>c\u003C\u002Fjats:sub>, or G\u003Cjats:sub>c\u003C\u002Fjats:sub>, the fracture energy G\u003Cjats:sub>F\u003C\u002Fjats:sub> of plain concretes is strongly dependent on the test specimen dimensions. It is therefore advisable to express the fracture toughness of plain concretes through the specimen-size independent parameters K\u003Cjats:sub>c\u003C\u002Fjats:sub>, or G\u003Cjats:sub>c\u003C\u002Fjats:sub>. \u003C\u002Fjats:p>",{"EN":1658},"Determination of specimen-size independent fracture toughness of plain concrete",{"VOID":1660},"10.1680\u002Fmacr.1986.38.135.67",[102],"https:\u002F\u002Fwww.icevirtuallibrary.com\u002Fdoi\u002F10.1680\u002Fmacr.1986.38.135.67",[1664,1683],{"id":1665,"sortIndex":36,"researcher":26,"roles":1666,"affiliations":1667,"properties":1678},"06516d48-446b-477d-9ffe-48a7080a0211",[],[1668],{"id":1669,"sortIndex":36,"affiliation":1670,"properties":26},"63d6e8b4-ef93-4bda-8f8c-a275020bd60d",{"id":1671,"createTime":1672,"updateTime":1672,"relativeEntities":1673,"slug":1674,"properties":1675,"entityType":98,"verifyStatus":28,"verifyTime":26,"verifyNote":26,"syncStatus":28,"languages":26,"translateLanguages":26,"viewCount":36},"e981de2a-439d-4e7f-8708-3b18785eeb4a","2024-09-19T02:54:21.551+00:00",[],"University-of-Newcastle-Department-of-Civil-Engineering-and-Surveying",{"title":1676},{"EN":1677},"University of Newcastle: Department of Civil Engineering and Surveying",{"openalex":1679,"title":1681},{"VOID":1680},"A5033224102",{"EN":1682},"P. 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The time temperature function can also be applied to the development of strength. 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In a recent paper, Abdalla and Karihaloo confirmed the boundary effect hypothesis of Hu and Wittmann and observed that a size-independent specific fracture energy G\u003Cjats:sub>F\u003C\u002Fjats:sub> of concrete could be obtained by testing three point bend (TPB) or wedge splitting (WS) specimens containing either a very shallow or a deep starter notch. This observation was based on TPB and WS tests on limited number of specimens. In this paper, we have re-evaluated 26 test data sets on specific fracture energy of concrete published in the literature to assess the validity of this observation. The re-evaluation is found to support this observation. The determination of the true specific fracture energy G\u003Cjats:sub>F\u003C\u002Fjats:sub> of concrete thus becomes a simple and straightforward task requiring very few specimens of the same dimensions and shape. This re-evaluation also provides guidance for the selection of the specimen dimensions depending on the maximum size of aggregate used in the concrete mix in order to obtain its true G\u003Cjats:sub>F\u003C\u002Fjats:sub>. \u003C\u002Fjats:p>",{"EN":1837},"A simple method for determining the true specific fracture energy of concrete",{"VOID":1839},"10.1680\u002Fmacr.2003.55.5.471",[102],"https:\u002F\u002Fwww.icevirtuallibrary.com\u002Fdoi\u002F10.1680\u002Fmacr.2003.55.5.471",[1843,1861,1876],{"id":1844,"sortIndex":36,"researcher":26,"roles":1845,"affiliations":1846,"properties":1857},"d6757757-2d22-4fe0-bf09-74ec130b5a49",[],[1847],{"id":1848,"sortIndex":36,"affiliation":1849,"properties":26},"a9820f38-20d3-480c-9153-937b0f1ba6fc",{"id":1850,"createTime":1851,"updateTime":1851,"relativeEntities":1852,"slug":1853,"properties":1854,"entityType":98,"verifyStatus":28,"verifyTime":26,"verifyNote":26,"syncStatus":28,"languages":26,"translateLanguages":26,"viewCount":36},"96fe1d19-b290-4ba0-8caf-f1f3f14feceb","2024-09-19T02:54:21.621+00:00",[],"School-of-Engineering-Cardiff-University-Queen-s-Buildings-PO-Box-925-Cardiff-CF24-0YF-UK",{"title":1855},{"EN":1856},"School of Engineering, Cardiff University, Queen's Buildings PO Box 925, Cardiff CF24 0YF, UK",{"openalex":1858,"orcid":1859,"title":1860},{"VOID":1695},{"VOID":1697},{"EN":1699},{"id":1862,"sortIndex":115,"researcher":26,"roles":1863,"affiliations":1864,"properties":1871},"ac14dea1-0f9e-46a2-a971-ab29deade2f5",[],[1865],{"id":1866,"sortIndex":36,"affiliation":1867,"properties":26},"2f84221d-7c43-4dbe-a029-aa210c4c5da1",{"id":1850,"createTime":1851,"updateTime":1851,"relativeEntities":1868,"slug":1853,"properties":1869,"entityType":98,"verifyStatus":28,"verifyTime":26,"verifyNote":26,"syncStatus":28,"languages":26,"translateLanguages":26,"viewCount":36},[],{"title":1870},{"EN":1856},{"openalex":1872,"title":1874},{"VOID":1873},"A5008741988",{"EN":1875},"H. 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Synopsis \u003C\u002Fjats:p>\u003Cjats:p> High alumina cement (HAC) concrete suffers from a conversion reaction in which the metastable calcium aluminate hydrate compounds change to more stable compounds. This reaction takes place at a rate which depends upon a number offactors including temperature, water\u002Fcement ratio, stress and the presence of ‘releasable’ alkalis in the aggregate. As a result of the reaction, the concrete will lose strength and the strength will reach a minimum at various times depending upon conditions of storage; thereafter there may be a small increase in strength. The strength at this minimum, S, expressed as a percentage of the one-day strength depends upon the rate, R, at which the conversion reaction takes place, and upon the water\u002Fcement ratio. An empirical relationship for laboratory-prepared specimens is S = (− 37·8 log\u003Cjats:sub>e\u003C\u002Fjats:sub>R + 39·5) − 100(w\u002Fc − 0·4). However, this cannot be used for unknown concretes until a reliable method of determining the original water\u002Fcement ratio of HAC concrete is available. 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