[1] 尧云涛, 肖汝诚. 粗网格划分下的箱梁三维实体有限元分析方法[J]. 工程力学, 2010, 27(3): 67-73.
YAO Yuntao, XIAO Rucheng. The 3-D finite element analysis method of box girders with coarse mesh[J]. Engineering Mechanics, 2010, 27(3): 67-73.
[2] 郑宇. 刚构-连续组合单箱室桥剪力滞效应分析[J]. 北方交通, 2014(2): 46-50.
ZHENG Yu. Rigid framework-analysis on the shearing force lag effects of continuously combined single case bridge[J]. Northern Communications, 2014 (2): 46-50.
[3] 程再峰, 刘林山, 刘世忠. 简支箱梁中剪力滞产生的应力集中现象[J]. 世界桥梁, 2005 (4): 38-40.
CHENG Zaifeng, LIU Linshan, LIU Shizhong. Stress concentration phenomenon caused by shear lag in simply supported box girder[J]. World Bridges, 2005 (4): 38-40.
[4] 张杨永. 连续刚构箱梁桥剪力滞效应的参数分析[J].公路工程, 2008, 33(4): 58-66.
ZHANG Yangyong. Parameters analysis of shear lag effect for continuous rigid-frame box girder bridge with single cell[J]. Highway Engineering, 2008, 33(4): 58-66.
[5] 罗伟, 丁汉山. 双T简支梁桥剪力滞效应分析[J]. 工业建筑, 2008, 38(增刊1): 245-249.
LUO Wei, DING Hanshan. Shear lag effect analysis on double t section of simply-supported beam bridges[J]. Industrial Construction, 2008, 38(Sup1): 245-249.
[6] 石欣. 箱梁计算机辅助设计关键技术研究[D]. 吉林: 吉林大学, 2011.
SHI Xin. Study on Key Technologies for Computer Aided Design of Box Girder[D]. Jilin: Jilin University, 2011.
[7] 骆佐龙, 宋一凡, 贺拴海, 等. 薄壁箱梁剪力滞效应分析的组合单元法[J]. 公路交通科技, 2014, 31(9): 58-75.
LUO Zuolong, SONG Yifan, HE Shuanhai, et al. Combined element method for shear lag effect analysis of thin-walled box girder[J]. Journal of Highway and Transportation Research and Development, 2014, 31(9): 58-75.
[8] 蔡恒, 卢海林, 汤正. 基于板壳有限元理论的薄壁箱梁剪力滞效应[J]. 铁道科学与工程学报, 2017, 14(4):779-786.
CAI Heng, LU Hailin, TANG Zheng. Shear lag effect of thin-walled box girder based on shell finite element theory[J]. Journal of Railway Science and Engineering, 2017, 14(4): 779-786.
[9] 周永军. 不同单元类型在曲线混凝土连续梁桥受力分析中适用性研究[J]. 四川建材, 2017,43(3): 84-86.
ZHOU Yongjun. Research on the applicability of different element types in the stress analysis of curved concrete continuous beam bridge[J]. Sichuan Building Materials, 2017, 43(3): 84-86.
[10] 郭建生. 有限元法中单元类型和密度对计算结果的影响[J]. 湖北工业大学学报, 2007, 22(4): 24-28.
GUO Jiansheng. The influence of the digital results caused by element type and mesh density in finite element method[J]. Journal of Hubei University of Technology, 2007, 22(4): 24-28.
[11] 张永超, 佟丽莉, 曹婧, 等. 悬臂梁不同单元类型计算误差分析[J]. 河北工程大学学报(自然科学版), 2016, 33(4): 5-9.
ZHANG Yongchao, TONG Lili, CAO Jing, et al. Calculation error analysis of cantilever beam of different element types[J]. Journal of Hebei University of Engineering (Natural Science), 2016, 33(4): 5-9.
[12] 刘旭政, 程坤, 陈晔,等. 大跨度变截面波形钢腹板组合连续箱梁桥剪力滞效应研究[J]. 沈阳建筑大学报(自然科学版), 2017, 33 (5):855-862.
LIU Xuzheng, CHENG Kun, CHEN Ye, et al. Shear lag effect of long span composite continuous box-girder bridge with corrugated steel webs and variable cross-section[J]. Journal of Shenyang Jianzhu University (Natural Science), 2017, 33(5):855-862.
[13] 罗旗帜. 薄壁箱形梁剪力滞计算的梁段有限元法[J]. 湖南大学学报, 1991, 18(2): 33-38.
LUO Qizhi. Calculation of the shear lag in thin walled box girders by the finite segment method[J]. Journal of Hunan University, 1991, 18(2): 33-38.
[14] 肖军, 李小珍, 刘德军, 等, 不同位移函数对箱梁剪力滞效应的影响[J]. 中国公路学报, 2016, 29(9): 90-96.
XIAO Jun, LI Xiaozhen, LIU Dejun, et al. Influence of different displacement functions on shear lag effect of box girders[J]. China Journal of Highway and Transport, 2016, 29(9): 90-96.
[15] 蔺鹏臻. 混凝土箱梁剪力滞效应的分析理论与应用研究[D]. 兰州: 兰州交通大学, 2011.
LIN Pengzhen. Analysis Theory and Application of Shear Lag Effect for Concrete Box Girders[D]. Lanzhou: Lanzhou Jiaotong University, 2011. |