《工程(英文)》 >> 2017年 第3卷 第6期 doi: 10.1016/j.eng.2017.11.005
部分包裹波形钢腹板组合梁的受力性能——剪切和弯曲的共同作用
a School of Civil Engineering, Changsha University of Science and Technology, Changsha 410114, China
b Department of Bridge Engineering, Tongji University, Shanghai 200092, China
c Department of Civil and Environmental Engineering, Imperial College London, London SW7 2AZ, UK
下一篇 上一篇
摘要
关键词
内衬混凝土 ; 组合梁 ; 波形钢腹板 ; 剪切和弯曲的共同作用
参考文献
[ 1 ] He J, Chen A, Liu Y. Analysis on structural system and mechanical behavior of box girder bridge with corrugated steel webs. Proceedings of the 3rd International Conference on Steel and Composite Structures; 2007 Jul 30– Aug 1; Manchester, UK. p. 489–94.
[ 2 ] He J, Liu Y, Chen A, Yoda T. Mechanical behavior and analysis of composite bridges with corrugated steel webs: State-of-the-art. Int J Steel Struct 2012;12 (3):321–38. 链接1
[ 3 ] Jiang RJ, Au FTK, Xiao YF. Prestressed concrete girder bridges with corrugated steel webs: Review. J Struct Eng 2015;141(2):04014108. 链接1
[ 4 ] Cheyrezy M, Combault J. Composite bridges with corrugated steel webs— Achievements and prospects. IABSE Rep 1990;60:479–84.
[ 5 ] Elgaaly M, Seshadri A, Hamilton RW. Bending strength of steel beams with corrugated webs. J Struct Eng 1997;123(6):772–82. 链接1
[ 6 ] Huang L, Hikosaka H, Komine K. Simulation of accordion effect in corrugated steel web with concrete flanges. Comput Struct 2004;82(23–26):2061–9. 链接1
[ 7 ] Oh JY, Lee DH, Kim KS. Accordion effect of prestressed steel beams with corrugated webs. Thin Wall Struct 2012;57:49–61. 链接1
[ 8 ] Luo R, Edlund B. Buckling analysis of trapezoidally corrugated panels using spline finite strip method. Thin Wall Struct 1994;18(3):209–24. 链接1
[ 9 ] Johnson RP, Cafolla J, Bernard C. Corrugated webs in plate girders for bridges. P I Civil Eng—Struct B 1997;122(2):157–64. 链接1
[10] Abbas HH. Analysis and design of corrugated web I-girders for bridges using high performance steel [dissertation]. Bethlehem: Lehigh University; 2003. 链接1
[11] Sayed-Ahmed EY. Design aspects of steel I-girders with corrugated steel webs. Electron J Struct Eng 2007;7:27–40.
[12] Metwally AE, Loov RE. Corrugated steel webs for prestressed concrete girders. Mater Struct 2003;36(2):127–34. 链接1
[13] Mo YL, Jeng CH, Krawinkler H. Experimental and analytical studies of innovative prestressed concrete box-girder bridges. Mater Struct 2003;36 (2):99–107. 链接1
[14] Kim KS, Lee DH, Choi SM, Choi YH, Jung SH. Flexural behavior of prestressed composite beams with corrugated web: Part I. Development and analysis. Compos Part B: Eng 2011;42(6):1603–16. 链接1
[15] Elamary A, Ahmed MM, Mohmoud AM. Flexural behaviour and capacity of reinforced concrete-steel composite beams with corrugated web and top steel flange. Eng Struct 2017;135(15):136–48. 链接1
[16] Elgaaly M, Hamilton RW, Seshadri A. Shear strength of beams with corrugated webs. J Struct Eng 1996;122(4):390–8. 链接1
[17] Mizuguchi K, Ashiduka K, Yoda T, Sato K, Sakurada M, Hidaka S. Loading tests of Hondani Bridge. Bridge Found Eng 1998;32(10):25–34. Japanese.
[18] Luo R, Edlund B. Shear capacity of plate girders with trapezoidally corrugated webs. Thin Wall Struct 1996;26(1):19–44. 链接1
[19] Driver RG, Abbas HH, Sause R. Shear behavior of corrugated web bridge girders. J Struct Eng 2006;132(2):195–203. 链接1
[20] Yi J, Gil H, Youm K, Lee H. Interactive shear buckling behavior of trapezoidally corrugated steel webs. Eng Struct 2008;30(6):1659–66. 链接1
[21] Sause R, Braxtan TN. Shear strength of trapezoidal corrugated steel webs. J Constr Steel Res 2011;67(2):223–36. 链接1
[22] He J. Mechanical performance and design method of composite bridge with corrugated steel webs. Shanghai: Tongji University; 2011. Chinese.
[23] Japan Society of Civil Engineers. Design manual for PC bridges with corrugated steel webs. Tokyo: Research Committee for Hybrid Structures with Corrugated Steel Webs; 1998. Japanese.
[24] EN 1993-1-5. Eurocode 3—Design of steel structures—Part 1–5: Plated structural elements. European standard. Brussels: European Committee for Standardization; 2006.
[25] Mo YL, Jeng CH, Chang YS. Torsional behavior of prestressed concrete box-girder bridges with corrugated steel webs. ACI Struct J 2000;97(6): 849–59. 链接1
[26] Mo YL, Fan YL. Torsional design of hybrid concrete box girders. J Bridge Eng 2006;11(3):329–39.
[27] Ding Y, Jiang KB, Liu YW. Nonlinear analysis for PC box-girder with corrugated steel webs under pure torsion. Thin Wall Struct 2012;51:167–73. 链接1
[28] Kadotani T, Aoki K, Yamanobe S. Vibration characteristics of corrugated steel web bridge: 1. Test. J Prestressed Concrete 2003;45(2):90–9. Japanese.
[29] Takaki Y, Fujita M, Mashiko H. Vibration characteristics of extrodosed bridges with corrugated steel webs Research Report. Tokyo: Sumitomo Mitsui Construction Co., Ltd.; 2004. p. 53–8. Japanese.
[30] Kuchta K. Zum Einfluß der Interaktion von Biegemoment und Ouerkraft auf das Tragverhalten von Wellstegträgern. Stahlbau 2006;75(7):573–7. German.
[31] Kosa K, Awane S, Uchino H, Fujibayashi K. Ultimate behavior of prestressed concrete bridge with corrugated steel webs using embedded connection. J Jpn Soc Civil Eng Ser E1 2006;62(1):202–20. Japanese.
[32] Shitou K, Nakazono A, Suzuki N, Nagamoto N, Asai H. Experimental research on shear behavior of corrugated steel web bridge. J Jpn Soc Civil Eng, Ser A1 2008;64(2):223–34. Japanese.
[33] Chen XC. Full-range behaviour of prestressed concrete bridges with corrugated steel webs [dissertation]. Hong Kong: The University of Hong Kong; 2016. 链接1
[34] He J, Liu YQ, Chen AR, Yoda T. Shear behavior of partially encased composite I- girder with corrugated steel web: Experimental study. J Constr Steel Res 2012;77:193–209. 链接1
[35] He J, Liu YQ, Lin ZF, Chen AR, Yoda T. Shear behavior of partially encased composite I-girder with corrugated steel web: numerical study. J Constr Steel Res 2012;79:166–82. 链接1
[36] He J, Liu YQ, Chen AR, Wang D, Yoda T. Bending behavior of concrete- encased composite I-girder with corrugated steel web. Thin Wall Struct 2014;74:70–84. 链接1
[37] Ollgaard JG, Slutter RG, Fisher JW. Shear strength of stud connectors in lightweight and normal weight concrete. AISC Eng J 1971;8:55–64. 链接1
[38] American Association of State Highway and Transportation Officials (AASHTO). AASHTO LRFD bridge design specifications. 3rd ed. Washington, DC: AASHTO; 2004.