深圳大运交通枢纽变截面倒梯形梁抗弯性能研究

陈志华; 李文杰; 刘红波; 高修建; 井司南; 刘文锐

doi:10.13204/j.gyjzG23072910

深圳大运交通枢纽变截面倒梯形梁抗弯性能研究

doi: 10.13204/j.gyjzG23072910

1. 天津大学建筑工程学院, 天津 300072;
2. 中国铁路设计集团有限公司, 天津 300308;
3. 河北工程大学土木工程学院, 河北邯郸 056038

基金项目:

河北省科技计划项目（2020HBQZYC013）。

详细信息

作者简介:
陈志华,男,1966年出生,博士,教授,博导。

通讯作者:
刘红波,博士,教授,博导,hbliu@tju.edu.cn。

计量
- 文章访问数: 80
- HTML全文浏览量: 14
- PDF下载量: 6
- 被引次数: 0
出版历程
- 收稿日期: 2023-07-29
- 网络出版日期: 2023-11-08

Research on Flexural Performance of Variable-Section Inverted Trapezoidal Steel Beams in Shenzhen Dayun Transportation Hub

1. School of Civil Engineering, Tianjin University, Tianjin 300072, China;
2. China Railway Design Corporation, Tianjin 300308, China;
3. School of Civil Engineering, Hebei University of Engineering, Handan 056038, China

摘要

摘要: 为研究变截面倒梯形梁的抗弯力学性能，设计缩尺试件并开展四点静力加载试验，通过与数值模拟结果的对比分析，揭示了变截面倒梯形梁在横向荷载作用下的应力分布规律。结果表明：变截面倒梯形钢梁缩尺试件抗弯承载能力达到770 kN，面内抗弯承载性能优异，试件没有出现失稳问题；数值模拟结果与试验结果的变形特征相同，应力分布一致，两者计算所得抗弯承载力误差为3.9%，初始刚度误差为12.4%；与实际工程最不利荷载工况相比，变截面倒梯形钢梁承载力安全系数为12.4，设计荷载下试件挠度为4.14 mm，且处于弹性受力状态，满足挠度和工程安全性要求。
- 变截面 /
- 倒梯形 /
- 抗弯性能 /
- 数值模拟 /
- 缩尺试验
Abstract: In order to study the flexural performance of variable-section inverted trapezoidal steel beams, the scaled specimens were designed, and four-point static loading tests were carried out, which were compared and analyzed with numerical simulations to reveal the stress distribution law of variable-section inverted trapezoidal beams under vertical loading. The results showed that the flexural capacity of the scaled specimen reached 770 kN, and the in-plane flexural performance was excellent, and there was no instability problem in the test. The numerical model exhibited the same deformation characteristics and the same stress distribution as the test results, and the error in the flexural capacity was 3.9%, and the error in the initial stiffness was 12.4%. Compared with the most unfavorable loading condition of the actual project, the safety coefficient of the bearing capacity of the variable cross-section inverted trapezoidal steel beam was 12.4. The deflection of the member under the design load is 4.14 mm, and it is in elastic stress state, which meets the deflection and engineering safety requirements.
- variable section /
- inverted trapezoid /
- flexural performance /
- numerical simulation /
- scaled test

HTML全文

参考文献(12)

[1]	中华人民共和国住房和城乡建设部.钢结构设计标准:GB 50017-2017[S].北京:中国建筑工业出版社,2018.
[2]	段兰,唐友明,王春生,等.混合设计的高性能钢梁抗弯性能试验[J].交通运输工程学报,2014,14(5):19-28.
[3]	王春生,段兰,王继明,等.基于混合设计的高性能钢梁抗弯性能及延性试验[J].中国公路学报,2012,25(2):81-89.
[4]	强旭红,赵波森,姜旭,等.高性能钢梁的整体稳定性[J].同济大学学报(自然科学版),2022,50(5):642-651.
[5]	高丽亚,邓长根,郝际平.国产轧制H型钢梁整体稳定性能研究:稳定系数计算原理对国产热轧H型钢梁的适用性分析[J].工业建筑,2006,33(10):75-78 ,92.
[6]	张哲,李国强,孙飞飞.波纹腹板钢梁受弯稳定性研究[J].工程力学,2011,28(8):77-82.
[7]	刘占科,周绪红,何子奇,等.复合荷载作用下简支钢梁弹性弯扭屈曲研究[J].建筑结构学报,2014,35(4):78-85.
[8]	刘洋,童乐为.塑性设计中钢梁临界侧向长细比的研究[J].工业建筑,2014,44(5):132-139.
[9]	韩庆华,尹越,程万海,等.焊接箱形梁腹板考虑屈曲后性能的极限承载力[J].工业建筑,2000,33(1):54-56.
[10]	施吉祥.薄壁矩形钢梁的冲击性能研究[D].杭州:浙江大学, 2013.
[11]	苏慈,罗永峰,沈祖炎,等.上海南站钢屋盖Y形主梁极限承载力分析[J].建筑结构, 2006(4):61-63.
[12]	国家标准化管理委员会.金属材料拉伸试验第1部分室温试验方法:GB/T 228.1-2021[S].北京:中国标准出版社,2021.