[1] 丁敏, 汪友弟, 代春辉, 等. 钢管混凝土轴心受压构件的徐变预测模型及其徐变性能分析[J]. 工程力学, 2017, 34(6):166-177 DING Min, WANG You-di, DAI Chun-hui, et al. Creep calculation and behavior analysis of concrete-filled steel tubular member under axial compression[J]. Engineering Mechanics, 2017, 34(6):166-177
[2] CHEN B C, LAI Z C, VARMA A H, et al. Creep prediction models for concrete-filled steel tube arch bridges[J]. Journal of Bridge Engineering, 2017, 22(7):1-15.
[3] 王永宝. 自然环境条件下大跨度劲性骨架混凝土拱桥长期变形行为研究[D]. 成都:西南交通大学, 2017. WANG Yong-bao. Study on long-term behavior of long span concrete arch bridge with stiffened concrete filled steel tube in natural environment[D]. Chengdu:Southwest Jiaotong University, 2017.
[4] 张晓庆, 钟善桐, 闫善章, 等. 初应力对钢管混凝土偏压构件承载力影响的实验研究[J]. 哈尔滨建筑大学学报, 1997, 3(1):50-56 ZHANG Xiao-qin, ZHONG Shan-tong, YAN Shan-zhang, et al. Experimental study about the effect of initial stress on bearing capacity of concrete filled steel tubular members under eccentric compression[J]. Journal of Harbin University of C.E. and Architecture, 1997, 3(1):50-56
[5] WANG Y Y, GENG Y, RANZI G, et al. Time-dependent behavior of expansive concrete-filled steel tubular columns[J]. Journal of Constructional Steel Research, 2011, 67(3):471-483.
[6] HAN L H, TAO Z, LIU W. Effects of sustained load on concrete-filled hollow structural steel columns[J]. Journal of Structural Engineering, 2004, 130(9):1392-1404.
[7] 王玉银, 耿悦, 张素梅. 钢管微膨胀混凝土轴压短柱长期变形研究[J]. 中国公路学报, 2011, 24(6):57-63 WANG Yu-yin, GENG Yue, ZHANG Su-mei. Research on long-term deformation of concrete-filled steel tubular stubs with expansive additive under axial loading[J]. China Journal of Highway and Transport, 2011, 24(6):57-63
[8] 王永宝, 赵人达, 徐腾飞, 等. 钢管混凝土轴压构件徐变简化计算方法研究[J]. 公路交通科技, 2016, 33(1):57-63 WANG Yong-bao, ZHAO Ren-da, XU Teng-fei, et al. Study on simplified creep calculation method of CFST members under axial loading[J]. Journal of Highway and Transportation Research and Development, 2016, 33(1):57-63
[9] 赵金钢, 赵人达, 占玉林. 钢管混凝土轴向受压构件徐变计算方法及徐变模型对比分析[J]. 公路交通科技, 2013, 30(4):46-52 ZHAO Jin-gang, ZHAO Ren-da, ZHAN Yu-lin. Comparative analysis of creep calculation methods and creep models for axially compressed CFST members[J]. Journal of Highway and Transportation Research and Development, 2013, 30(4):46-52
[10] LIU H W, WANG Y, HE M. Strength and ductility performance of concrete-filled steel tubular columns after long-term service loading[J]. Engineering Structure, 2015, 100:308-325.
[11] MA Y S, WANG Y F. Creep of high strength concrete filled steel tube columns[J]. Thin Walled Structure, 2012, 53:91-98.
[12] NAGUIB W, MIRMIRAN A. Creep modeling for concrete-filled steel tubes[J]. Journal of Constructional Steel Research, 2003, 59(11):1327-1344.
[13] 刘雪峰, 涂光亚, 易壮鹏. 钢管与核心混凝土之间的粘结单元及其应用[J]. 中外公路, 2012, 32(6):184-189 LIU Xue-feng, TU Guang-ya, YI Zhuang-peng. Bonding element between steel tube and core concrete and its application[J]. Journal of China and Foreign Highway, 2012, 32(6):184-189
[14] GENG Y, WANG Y Y, CHEN J. Time-dependent behavior of steel tubular columns filled with recycled coarse aggregate concrete[J]. Journal of Constructional Steel Research, 2016, 122:455-468.
[15] GENG Y, WANG Y Y, CHEN J. Time-dependent behavior of recycled aggregate concrete-filled steel tubular columns[J]. Journal of Structure Engineering, 2015, 141(10):1-12.
[16] GENG Y, RANZI G, WANG Y Y, et al. Time-dependent behavior of concrete-filled steel tubular columns:analytical and comparative study[J]. Magazine of Concrete Research, 2012, 64(1):55-69.
[17] KWON S, KIM Y Y, KIM J K, et al. Long-term behavior under axial service loads of circular columns made from concrete filled steel tubes[J]. Magazine of Concrete Research, 2005, 57(2):87-99.
[18] ICHINOSE L, WATANABE E, NAKAI H, et al. An experimental study on creep of concrete filled steel pipes[J]. Journal of Constructional Steel Research, 2001, 57(4):453-466.
[19] YAMADA C, MORINO S, KAWAGUCHI J, et al. Creep behavior of concrete-filled steel tubular members[R]. Mie, Japan:Mie University, 1995.
[20] 张伟杰. 考虑初应力影响的钢管混凝土叠合柱在长期荷载作用下的力学性能研究[D]. 西安:西北农林科技大学, 2016. ZHANG Wei-jie. Research on the behavior of concrete encased concrete filled steel tubular columns under long-term sustained load with preload effects considered[D]. Xi'an:Northwest Agriculture and Forestry University, 2016.
[21] 池建军. 钢管混凝土界面抗剪粘结性能的试验研究与有限元分析[D]. 长沙:长沙理工大学, 2004. CHI Jian-jun. Experimental study and FEA of the shear bond behavior at the interface of concrete of concrete filled steel tube[D]. Changsha:Changsha University of Science and Technology, 2004.
[22] 刘玉茜. 钢管混凝土粘结滑移性能的理论分析及ANSYS程序验证[D]. 西安:西安建筑科技大学, 2006. LIU Yu-xi. Study on the basic theory of bond-slip between steel tube and concrete in CFT structures and numerical simulation by ANSYS program[D]. Xi'an:Xi'an University of Architecture and Technology, 2006.
[23] ANSYS Help Release 15.0. SAS IP[CP/DK]. Inc Canonsburg, PA, ANSYS, 2013.
[24] 翁运新. 基于ANSYS二次开发的PC箱梁徐变效应分析[D]. 长沙:中南大学, 2011. WENG Yun-xin. Analysis of creep effect of pc box girder based on two developments of ANSYS[D]. Changsha:Central South University, 2011.
[25] COMITE EURO-INTERNATIONAL DU BETON. CEB-FIP Model Code 1990[S]. Lausanne:Thomas Thelford, 1993:53. |