土木工程、工程力学 |
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胶黏钢-混凝土组合梁的界面行为数值分析 |
王玉强1,张宽地2,陈晓东1 |
1. 浙江水利水电学院 水利工程系,浙江 杭州 310018;2 西北农林科技大学 水利与建筑工程学院,陕西 杨凌 712100 |
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Numerical analysis on interface behavior of
adhesive bonded steel-concrete composite beams |
WANG Yu-qiang1,ZHANG Kuan-di2,CHEN Xiao-dong1 |
1. Department of Hydraulic Engineering,Zhejiang University of Water Resources and Electric Power,
Hangzhou 310018,China ;2.College of Water Conservancy and Architectural Engineering, Northwest
Agricultural and Forestry University, Yangling 712100,China |
[1] 聂建国, 余志武. 钢-混凝土组合梁在我国的研究及应用[J]. 土木工程学报, 1999, 32(2): 3-8.
NIE Jian-guo,YU Zhi-wu. Research and practice of composite steel-concrete beams in China [J]. China Civil Engineering Journal, 1999, 32(2): 3-8.
[2] 蒋秀根, 剧锦三, 傅向荣. 考虑滑移效应的钢-混凝土组合梁弹性应力计算[J]. 工程力学, 2007, 24(1): 143-146.
JIANG Xiu-gen,JU Jin-san, FU Xiang-rong. Analysis of elastic stress of composite steel-concrete beams considering slip effect[J]. Engineering Mechanics, 2007, 24(1): 143-146.
[3] SWAMY R N, JONES R, BLOXHAM J W. Structural behaviour of reinforced concrete beams strengthened by epoxy-boned steel plates[J]. Structural Engineer: Part A, 1987, 65(2): 59-68.
[4] LU X Z, TENG J G, YE L P, JIANG J J. Bond-slip models for FRP sheets/plates bonded to concrete[J]. Engineering Structures, 2005, 27(6): 920-937.
[5] FERRIER E, QUIERTANT M, BENZARTI K, et al. Influence of the properties of externally bonded CFRP on the shear behavior of concrete/composite adhesive joints[J]. Composites Part B: Engineering, 2010, 41(5): 354-362.
[6] YUAN H, TENG J G, SERACINO R, et al. Full-range behavior of FRP-to-concrete bonded joints[J]. Engineering Structures, 2004, 26(5): 553-565.
[7] NORDIN H, TLJSTEN B. Testing of hybrid FRP composite beams in bending[J]. Composites Part B: Engineering, 2004, 35(1): 27-33.
[8] BOUAZAOUI L, PERRRNOT G, DELMAS Y, et al. Experimental study of bonded steel concrete composite structures[J]. Journal of Constructional Steel Research, 2007, 63: 1268-1278.
[9] THOMANN M, LEBET J P. A mechanical model for connections by adherence for steel-concrete composite beams[J]. Engineering Structures, 2008, 30(1): 163-173.
[10] ZHAO G, LI A. Numerical study of a bonded steel and concrete composite beam[J]. Computers and Structures, 2008, 86: 18301838.
[11] SI LARBI A, FERRIER E, JURKIEWIEZ B, et al . Static behaviour of steel concrete beam connected by bonding[J]. Engineering Structures, 2007, 29(6): 1034-1042.
[12] BERTHET J F, YURTDAS I, DELMAS Y, et al. Evaluation of the adhesion resistance between steel and concrete by push out test[J]. International Journal of Adhesion and Adhesives, 2011, 31(2): 75-83.
[13] Eurocode 4. Design of composite steel and concrete structures, Part 1-1: General rules and rules for buildings[S]. London :European Committee for Standardization (CEN), 2004.
[14] CARREIRA D J, CHU K H. Stress-strain relationship for plain concrete in compression[J]. ACI Journal Proceedings, 1985, 82(6): 797-804.
[15] ACI 318R-08. Building code requirements for structural concrete and commentary[S]. Farmington Hills, MI :American Concrete Institute, 2008. |
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