An Unified Model of Ultimate Capacity of RC Members with Rectangular Section under Combined Actions

机译：组合作用下矩形截面RC构件极限承载力的统一模型

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Reinforced concrete elements with a rectangular section are commonly used in frame structural buildings and bridges. Such reinforced concrete structures failed often with the force combination of axial load, bending, shear and torsion caused by wind and earthquake. However, there are few researches on four loading combination of tension/compression, bending, shear and torsion, especially for the axial force effects on the failure mechanism and bearing capacity of reinforced concrete members. In this paper, a theoretical study and deduction of the unified failure model on the reinforced concrete members with rectangular section under combined axial force, bending, shear and torsion were carried out with the ultimate equilibrium theory. The results of a theoretical analysis were compared with the experimental results of RC members under combined loading actions. Both of the theoretical results and test results showed a good correlation.

机译：具有矩形截面的钢筋混凝土元件通常用于框架结构建筑物和桥梁中。这种钢筋混凝土结构经常因风和地震引起的轴向载荷，弯曲，剪切和扭转的力组合而失效。然而，关于拉伸/压缩，弯曲，剪切和扭转四种载荷组合的研究很少，特别是轴向力对钢筋混凝土构件破坏机理和承载力的影响。利用极限平衡理论，对矩形截面钢筋混凝土构件在轴向力，弯曲，剪力和扭转共同作用下的统一破坏模型进行了理论研究和推导。将理论分析的结果与组合荷载作用下钢筋混凝土构件的实验结果进行了比较。理论结果和测试结果均显示出良好的相关性。

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来源
《International conference on sustainable development of critical infrastructure 2014》|2014年|204-212|共9页
会议地点 Shanghai(CN)
作者
Pu Wang; Zhen Huang; Liang Sun;
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作者单位

School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiaotong University, Shanghai, 200240, P.R. China;

School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiaotong University, Shanghai, 200240, P.R. China;

School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiaotong University, Shanghai, 200240, P.R. China;

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原文格式 PDF
正文语种 eng
中图分类
关键词
Unified model; Ultimate capacity; Combined loading actions; Rectangular section; Building frames; Bridges;

机译：统一模型；极限容量；组合加载动作；矩形截面；建筑框架；桥梁;

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1. Unified code-compliant equations for bending and ductility capacity of full and hollow rectangular RC sections [J] . Petrone Floriana, Monti Giorgio Engineering Structures . 2019,第MARa15期

机译：完整和空心矩形RC截面的抗弯和延展能力的统一规范规范方程
2. Unified code-compliant equations for bending and ductility capacity of full and hollow rectangular RC sections [J] . Petrone Floriana, Monti Giorgio Engineering Structures . 2019,第Mara15期

机译：统一的代码兼容式方程，用于弯曲和延展性容量的完整和中空矩形RC部分
3. Ultimate bearing capacity correlation of steel tube confined RC column under combined compression-bending-torsion load [J] . Wang Yu-Hang, Wei Wang, Yu Jie, Thin-Walled Structures . 2019,第Deca期

机译：压缩弯扭组合荷载作用下钢管约束RC柱的极限承载力相关性
4. An Unified Model of Ultimate Capacity of RC Members with Rectangular Section under Combined Actions [C] . Pu Wang, Zhen Huang, Liang Sun International conference on sustainable development of critical infrastructure . 2014

机译：组合行动下矩形截面矩形成员统一模型
5. Modeling of FRP-jacketed RC columns subject to combined axial and lateral loads. [D] . Lee, Chung-Sheng. 2006

机译：FRP夹套的RC柱在轴向和侧向荷载共同作用下的建模。
6. A unified approach for determining the ultimate strength of RC members subjected to combined axial force bending shear and torsion [O] . Pu Wang, Zhen Huang -1

机译：确定承受轴向力弯曲剪切和扭转共同作用的RC构件极限强度的统一方法
7. A unified approach for determining the ultimate strength of RC members subjected to combined axial force, bending, shear and torsion. [O] . Pu Wang, Zhen Huang 2017

机译：确定受到轴向力，弯曲，剪切和扭转组合的RC构件极限强度的统一方法。
8. LRFD Software for Design and Actual Ultimate Capacity of Confined Rectangular Columns. [R] . A. Esmaeily A. Mohsen H. Rasheed 2013

机译：LRFD软件设计和限制矩形柱的实际极限承载力。

An Unified Model of Ultimate Capacity of RC Members with Rectangular Section under Combined Actions

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