倒T形混凝土缺口梁抗弯性能的优化分析

赵海龙; 苏晨; 刘斌

doi:10.13204/j.gyjzG22092406

倒T形混凝土缺口梁抗弯性能的优化分析

doi: 10.13204/j.gyjzG22092406

赵海龙^1,2,
苏晨¹,
刘斌³

1. 天津大学建筑工程学院, 天津 300072;
2. 滨海土木工程结构与安全教育部重点实验室(天津大学), 天津 300072;
3. 中国市政工程华北设计研究总院有限公司, 天津 300074

基金项目:

国家自然科学基金项目（51778412）。

详细信息

作者简介:
赵海龙,男,1981年出生,博士,副教授。电子信箱:zhaohailong@tju.edu.cn

计量
- 文章访问数: 60
- HTML全文浏览量: 10
- PDF下载量: 6
- 被引次数: 0
出版历程
- 收稿日期: 2022-09-24
- 网络出版日期: 2023-12-18

Optimization Analysis of Inverted T-Shaped Concrete Notched Beams

1. School of Civil Engineering, Tianjin University, Tianjin 300072, China;
2. Key Laboratory of Coast Civil Structure Safety(Tianjin University), Ministry of Education, Tianjin 300072, China;
3. China Municipal Engineering North China Institute of Design and Research Co., Ltd., Tianjin 300074, China

摘要

摘要: 为研究翼缘缺口对于倒T形混凝土梁力学性能的影响，设计了2根倒T形梁进行静力试验，通过对比两个试件承载力、破坏模式、裂缝发展、钢筋应力应变等方面进行分析。利用有限元软件ANSYS建模并验证合理性，以此为基础，定量分析材料强度、纵筋配筋率和箍筋间距等参数变化对于缺口梁力学性能的影响。结果表明：倒T形缺口梁完整侧翼缘在加载过程中逐步参与受压，试件破坏状态为典型的弯扭破坏，相对于完整倒T形梁，倒T形缺口梁的抗弯承载力明显下降，但具有更好的位移延性。减小箍筋间距、提高纵筋配筋率均能显著增加缺口梁的正常使用极限状态特征荷载和承载能力，提高缺口梁的抗弯刚度，减小结构变形，使缺口梁有效抵抗扭转。
- 倒T形梁 /
- 管廊 /
- 力学性能 /
- 缺口梁
Abstract: To study the effect of flange notch on the mechanical properties of inverted T-shaped concrete beam, two inverted T-shaped beam were designed for static tests, and the bearing capacity, failure mode, crack development and stress and strain of reinforcement were analyzed by comparing the two specimens.The finite element software ANSYS was used to model and verify the rationality. Based on this, the influence of material strength, longitudinal reinforcement ratio and stirrup spacing on the mechanical properties of notch beam was quantitatively analyzed. The results showed that the intact flanks of the inverted T-shaped notched beam gradually participated in the compression during the loading pro-cess, and the failure state was a typical bending-torsional failure. Compared with the intact inverted T-shaped beam,the inverted T-shaped notched beam had a significantly decrease in flexural capacity, but showed a better displacement ductility. Decreasing the stirrup spacing and increasing the longitudinal reinforcement ratio could significantly increase the characteristic load and bearing capacity of the inverted T-shaped notched beam in normal service limit state, improve the flexural stiffness of the notch beam, reduce the structural deformation, and make the notched beam effectively resist torsion.
- inverted T-shaped beam /
- pipe gallery /
- mechanical properties /
- notched beam

HTML全文

参考文献(10)

[1]	薛伟辰,胡翔,王恒栋. 上海世博园区预制预应力综合管廊力学性能试验研究[J]. 特种结构,2009,26(1):105-108.
[2]	程泽海,李磊,金炜枫,等. 交通荷载作用下综合管廊的受力性状分析[J]. 科技通报,2018,34(10):210-215.
[3]	寇有振.预制预应力综合管廊受力性能研究[D].西安:长安大学,2019.
[4]	白旭峰,张晶,苏晓果. 车辆荷载作用下软土地基上预制综合管廊受力特征分析[J]. 黑龙江大学工程学报,2018,9(4):19-22.
[5]	李培刚,李俊奇,吴梦笛,等. 高速磁浮倒T形梁模型试验与有限元分析[J]. 铁道建筑,2022,62(2):100-104 ,117.
[6]	曾垂军,吴方伯. 倒T形预应力预制构件叠合梁受弯性能试验研究[J]. 湖南科技大学学报(自然科学版),2006(1):42-45.
[7]	杨云俊,薛伟辰. 钢筋混凝土T型叠合梁静力性能试验研究[J]. 土木工程学报,2010,43(3):1-7.
[8]	唐煜,卢宏宇,邹友泉,等. 组合加固钢筋混凝土梁抗弯性能试验研究[J]. 东南大学学报(自然科学版),2020,50(5):822-830.
[9]	李忠献. 工程结构试验理论与技术[M]. 天津:天津大学出版社,2014.
[10]	中华人民共和国住房和城乡建设部.混凝土结构设计规范:GB 50010-2010[S]. 北京:中国建筑工业出版社,2015.