Incremental model formulation of age-dependent concrete character and its application
Tài liệu tham khảo
Au, 2011, Accurate time-dependent analysis of concrete bridges considering concrete creep, concrete shrinkage and cable relation, Eng Struct, 33, 118, 10.1016/j.engstruct.2010.09.024
Bradford, 1991, Deflectionsofcomposite steel-concrete beams subject to creep and shrinkage, ACI Struct J, 88, 610
Chiorino, 2012, Evaluation of the structural response to the time-dependent behavior of concrete: Part I-An internationally harmonized format, Indian Concrete J, 86, 25
Granata, 2013, Simplified procedure for evaluating the effects of creep and shrinkage on prestressed concrete girder bridges and the application on European and North American prediction models, J Brid Eng ASCE, 18, 1281, 10.1061/(ASCE)BE.1943-5592.0000483
Kang, 1980, Nonlinear analysis of prestressed concrete frames, J Struct Div ASCE, 106, 445, 10.1061/JSDEAG.0005367
Malm, 2010, Time-dependent analyses of segmentally constructed balanced cantilever bridges, Eng Struct, 32, 1038, 10.1016/j.engstruct.2009.12.030
Mari, 2000, Numerical simulation of the segmental construction of three dimensional concrete frames, Eng Struct, 22, 585, 10.1016/S0141-0296(99)00009-7
Mari, 2010, Long-term deflections in cracked reinforced concrete flexural members, Eng Struct, 32, 829, 10.1016/j.engstruct.2009.12.009
Robertson, 2005, Prediction of vertical deflections for a long-span prestressed concrete bridge structure, Eng Struct, 27, 1820, 10.1016/j.engstruct.2005.05.013
Sousa, 2012, Numerical evaluation of the long-term behavior of precast continuous bridge decks, J Brid Eng ASCE, 17, 89, 10.1061/(ASCE)BE.1943-5592.0000233
ACI Committee 209. Guide for modeling and calculating shrinkage and creep in hardened concrete (ACI 209.2R-08). ACI-209, Farmington Hills, MI: 2008.
Al-Manaseer, 2005, Statistical evaluation of shrinkage and creep models, ACI Matls J, 102, 170
Bažant ZP, Wittmann FH. Creep and shrinkage in concrete structure. In: Bažant ZP, Wittmann FH, editors. New York: Wiley & Sons; 1982.
Bažant, 1985, Concrete creep at variable humidity: constitutive law and mechanism, Matls Struct, 18, 1, 10.1007/BF02473360
Bažant, 1995, Creep and shrinkage prediction model for analysis and design of concrete structures-model B3. RILEM draft recommendation projects, Matls Struct, 28, 357, 10.1007/BF02473152
Benboudjema, 2005, Interaction between drying, shrinkage, creep and cracking phenomena in concrete, Eng Struct, 27, 239, 10.1016/j.engstruct.2004.09.012
CEB. Structural concrete-textbook on behavior, design and performance. Updated knowledge of the CEB/FIP model code 1990 fib Bulletin 2. 1999; 2: p. 37–52.
Gardner, 2001, Design provisions for drying shrinkage and creep of normal strength concrete, ACI Mtls J, 98, 159
Ghali, 1986
Gilbert, 1988
Gilbert, 2010
Lou, 2015, FE analysis of short- and long-term behavior of simply supported slender prestressed concrete columns under eccentric end axial loads causing uniaxial bending, Eng Struct, 85, 52, 10.1016/j.engstruct.2014.12.023
Silva, 2015, Comparative analysis of existing prediction models on the creep behaviour of recycled aggregate concrete, Eng Struct, 100, 31, 10.1016/j.engstruct.2015.06.004
Glanville WH. Studies in reinforced concrete – III, the creep or flow of concrete under load. Building Research Technical Paper No. 12. London: Dept of Scientific and Industrial Research; 1930.
Faber, 1927, Plastic yield, shrinkage and other problems of concrete and their effects on design, Minutes Proc, 225, 27
Bažant, 1972, Prediction of concrete creep effects using age adjusted effective modulus method, ACI Struct J, 69, 212
Jirasek, 2002
Bažant, 1973, Dirichlet series creep function for aging concrete, J Eng Mech ASCE, 99, 367
Midas Information Technology Co., Ltd. Midas user’s manual. Seoul, Korea; 2012.
ACI Committee 318. Building code requirements for structural concrete (ACI 318-08) and commentary. ACI-318-08, Farmington Hills, MI; 2008.
Precast /Prestressed concrete Institute (PCI). Bridge design manual. 3rd ed. Chicago (IL); 2011.