Confinement of ultra-high-performance fiber reinforced concrete columns

Composite Structures - Tập 176 - Trang 124-142 - 2017
Hyun-Oh Shin1, Kyung-Hwan Min2, Denis Mitchell3
1New Transportation Systems Research Center, Korea Railroad Research Institute, 176 Cheoldobangmulgwan-ro (St), Uiwang-si, Gyeonggi-do 16105, Republic of Korea
2Rail Research Institute, Chungnam National University, 99, Daehak-ro(St), Yuseong-gu, Daejeon 34134, Republic of Korea
3Department of Civil Engineering and Applied Mechanics, McGill University, 817 Sherbrooke Street West, Montreal, Quebec H3A0C3, Canada

Tài liệu tham khảo

Cusson, 1994, High-strength concrete columns confined by rectangular ties, J Struct Eng, 120, 783, 10.1061/(ASCE)0733-9445(1994)120:3(783) Légeron, 2000, Behavior of high-strength concrete columns under cyclic flexure and constant axial load, ACI Struct J, 97, 591 Shin, 2015, Effect of confinement on the axial load response of ultrahigh-strength concrete columns, J Struct Eng, 141, 04014151, 10.1061/(ASCE)ST.1943-541X.0001106 Shin, 2016, Axial load response of ultra-high-strength concrete columns and high-strength reinforcement, ACI Struct J, 113, 325 Liu, 1998, 143 Elwood, 2009, Improving column confinement; part 2: proposed new provisions for the ACI 318 building code, Concr Int, 31, 41 Paultre, 2009, Seismic performance of circular high-strength concrete columns, ACI Struct J, 106, 395 Sharma, 2005, Behavior of confined high strength concrete columns under axial compression, J Adv Concr Technol, 3, 267, 10.3151/jact.3.267 Foster, 1997, Experimental tests on eccentrically loaded high strength concrete columns, ACI Struct J, 94, 295 Shin, 2015, Effect of Steel Fibers on the Performance of Ultrahigh-Strength Concrete Columns, J Mater Civ Eng, 27, 04014142, 10.1061/(ASCE)MT.1943-5533.0001091 Foster, 2001, Strength and Ductility of Fiber-Reinforced High-Strength Concrete Columns, J Struct Eng, 127, 28, 10.1061/(ASCE)0733-9445(2001)127:1(28) Aoude, 2009, Behavior of columns constructed with fibers and self-consolidating concrete, ACI Struct J, 106, 349 Paultre, 2010, Behavior of steel fiber-reinforced high-strength concrete columns under uniaxial compression, J Struct Eng, 136, 1225, 10.1061/(ASCE)ST.1943-541X.0000211 Richard, 1995, Composition of reactive powder concretes, Cem Concr Res, 25, 1501, 10.1016/0008-8846(95)00144-2 Yoo, 2016, Mitigating early-age cracking in thin UHPFRC precast concrete products using shrinkage-reducing admixtures, PCI J, 61, 39, 10.15554/pcij.01012016.39.50 Yoo, 2014, Material and bond properties of ultra high performance fiber reinforced concrete with micro steel fibers, Compos B Eng, 58, 122, 10.1016/j.compositesb.2013.10.081 Guerrini, 2000, Applications of high-performance fiber-reinforced cement-based composites, Appl Compos Mater, 7, 195, 10.1023/A:1008994020916 Sugano, 2007, Study of new RC structures using ultra-high-strength fiber-reinforced concrete (UFC)-The challenge of applying 200 MPa UFC to earthquake resistant building structures, J Adv Concr Technol, 5, 133, 10.3151/jact.5.133 Empelmann, 2008, Expanding the application range of RC columns by the use of UHPC, 461 Empelmann M, Teutsch M, Steven G. Load-bearing behaviour of centrically loaded UHPFRC columns. In: Proceedings of the Second International Symposium on Ultra High Performance Concrete. Kassel; 2008. p. 521–528. Hosinieh, 2015, Behavior of ultra-high performance fiber reinforced concrete columns under pure axial loading, Eng Struct, 99, 388, 10.1016/j.engstruct.2015.05.009 CSA (Canadian Standards Association). Design of Concrete Structures (CSA A23.3-14). Mississauga: Canadian Standards Association; 2014. Razvi, 1999, Confinement model for high-strength concrete, J Struct Eng, 125, 281, 10.1061/(ASCE)0733-9445(1999)125:3(281) Légeron, 2003, Uniaxial confinement model for normal- and high-strength concrete columns, J Struct Eng, 129, 241, 10.1061/(ASCE)0733-9445(2003)129:2(241) Aoude, 2008 ACI Committee 318. Building Code Requirements for Structural Concrete (ACI 318–14) and Commentary on Building Code Requirements for Structural Concrete (ACI 318R–14). Farmington Hills: American Concrete Institute; 2014. Ryu, 2011, Mechanical behavior of UHPC (ultra high performance concrete) according to hybrid use of steel fibers, Adv Mater Res, 287, 453, 10.4028/www.scientific.net/AMR.287-290.453 ASTM C39/39M-15a. Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. West Conshohocken: ASTM International; 2015. ASTM C1609/C1609M-12. Standard Test Method for Flexural Performance of Fiber-Reinforced Concrete (Using Beam with Third-Point Loading). West Conshohocken: ASTM International; 2012. ASTM A1035/A1035M-16. Standard Specification for Deformed and Plain, Low-Carbon, Chromium, Steel Bars for Concrete Reinforcement. West Conshohocken: ASTM International; 2016. Aoude, 2015, Behavior of rectangular columns constructed with SCC and steel fibers, J Struct Eng, 141, 04014191, 10.1061/(ASCE)ST.1943-541X.0001165 Mander, 1988, Theoretical stress-strain model for confined concrete, J Struct Eng, 114, 1804, 10.1061/(ASCE)0733-9445(1988)114:8(1804) Foster, 2001, On behavior of high-strength concrete columns: cover spalling, steel fibers, and ductility, ACI Struct J, 98, 583 Zaina, 2005 Nagashima T, Sugano S, Kimura H, Ichikawa A. Monotonic axial compression test on ultra-high-strength concrete tied columns. In: Proceedings of 10th World Conference on Earthquake Engineering. Madrid; 1992. p. 2983–2988. Muguruma H, Nishiyama M, Watanabe F. Stress-strain curve model for concrete with a wide-range of compressive strength. In: Proceedings of Symposium on High Strength Concrete. California; 1993. p. 314–321. Cusson, 1995, Stress-strain model for confined high-strength concrete, J Struct Eng, 121, 468, 10.1061/(ASCE)0733-9445(1995)121:3(468) Assa, 2001, New approach for modeling confined concrete. II: rectangular columns, J Struct Eng, 127, 751, 10.1061/(ASCE)0733-9445(2001)127:7(751) Bing, 2001, Stress-strain behavior of high-strength concrete confined by ultra-high- and normal-strength transverse reinforcements, ACI Struct J, 98, 395 Shin, 2016, Enhancing the confinement of ultra-high-strength concrete columns using headed crossties, Eng Struct, 127, 86, 10.1016/j.engstruct.2016.08.024 Popovics, 1973, A numerical approach to the complete stress-strain curve of concrete, Cem Concr Res, 3, 583, 10.1016/0008-8846(73)90096-3 Fafitis, 1985, Lateral reinforcement for high-strength concrete columns, ACI Spec Publ, 87, 213