[1]郑双杰,焦礼哲,董紫法,等.均布荷载作用下简支组合梁受力机理分析[J].华侨大学学报(自然科学版),2023,44(2):166-177.[doi:10.11830/ISSN.1000-5013.202210002]
　ZHENG Shuangjie,JIAO Lizhe,DONG Zifa,et al.Stress Mechanism Analysis of Simply Supported Composite Beam Under Uniform Load[J].Journal of Huaqiao University(Natural Science),2023,44(2):166-177.[doi:10.11830/ISSN.1000-5013.202210002]
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均布荷载作用下简支组合梁受力机理分析()
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《华侨大学学报（自然科学版）》[ISSN:1000-5013/CN:35-1079/N]

卷:
第44卷
期数:
2023年第2期
页码:
166-177
栏目:
出版日期:
2023-03-14

文章信息/Info

Title:
Stress Mechanism Analysis of Simply Supported Composite Beam Under Uniform Load
文章编号:
1000-5013(2023)02-0166-12
作者:
郑双杰1; 2;  焦礼哲1;  董紫法1;  庄致滨1;  褚英杰1;  李海锋1; 2
1. 华侨大学 土木工程学院, 福建 厦门 361021;2. 华侨大学 福建省智慧基础设施与监测重点实验室, 福建 厦门 361021
Author(s):
ZHENG Shuangjie1; 2;  JIAO Lizhe1;  DONG Zifa1; ZHUANG Zhibin1;  CHU Yingjie1;  LI Haifeng1; 2
1. College of Civil Engineering, Huaqiao University, Xiamen 361021, China; 2. Key Laboratory for Intelligent Infrastructure and Monitoring of Fujian Province, Huaqiao University, Xiamen 361021, China
关键词:
组合梁;  滑移效应;  受力机理;  均布荷载;  理论解析
Keywords:
composite beam;  slip effect;  stress mechanism;  uniform load;  theoretical analysis
分类号:
TU375.102
DOI:
10.11830/ISSN.1000-5013.202210002
文献标志码:
A
摘要:
为了揭示组合梁在均布荷载作用下的受力机理,考虑弯曲和滑移耦合变形,建立组合梁滑移受力机理模型.首先,以单跨简支组合梁为研究对象,探讨组合梁变形与滑移规律、横截面内力分布及结合部传力机理;然后,分析截面尺度、界面刚度与荷载加载面对组合梁受力机理的影响.结果表明:混凝土板抗剪和抗弯作用在房建组合梁中较明显,在桥梁组合梁中可忽略;随着界面刚度比的增加,简支组合梁的曲率、转角、挠度和滑移均减小;混凝土板和钢梁轴力同步增大,混凝土板剪力增大而钢梁剪力减小,混凝土板、钢梁弯矩减小而轴力力偶增大;结合部界面切向力增大而界面法向力基本不变;相较于按自质量分配荷载,均布荷载由混凝土板承担时界面压力增大,由钢梁承担时则界面受拉,应注意验算界面抗拉拔性能.
Abstract:
In order to reveal the stress mechanism of composite beam under uniform loads, the slip and bearing mechanism model of composite beam was established considering the coupled deformation of bending and slip. Taking the single-span simply supported composite beam as the research object, the deformation and slip of composite beam, the internal force distribution in cross section and the force transfer mechanism at the joint were discussed. The influence of section scale, interface stiffness and loading surface on the stress mechanism of composite beam was analyzed. The results show that the shear resistance and bending resistance of concrete slab are obvious in composite beam of building engineering, but could be ignored in the composite beam of bridges. With the increase of interface stiffness ratio, the curvature, rotation angle, deflection and slip of simply supported composite beam decrease; the axial force of concrete slab and steel increase synchronously, the shear force of concrete slab increases while that of steel beam decreases, and the bending moment of concrete slab and steel beam decreases while the axial force couples increase; the interface tangential force of the joint increases while the interface normal force is basically unchanged. Comparing with the load distributed according to its own weight, the interface pressure increases when the uniform load is undertaked by the concrete slab, and the interface is in tension when the uniform load is undertaked by the steel beam,so the pullout resistance of the interface should be checked.

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备注/Memo

备注/Memo:
收稿日期: 2022-10-29
通信作者: 郑双杰(1985-),男,副教授,博士,主要从事钢与组合结构的研究.E-mail:sjzheng@hqu.edu.cn.
基金项目: 国家自然科学基金资助项目(51808235); 福建省自然科学基金资助项目(2018J05083); 中央高校基本科研业务费资助项目(ZQN-813)http://www.hdxb.hqu.edu.cn
更新日期/Last Update: 2023-03-20