The simulation of bond between concrete and reinforcement in nonlinear three-dimensional finite element analysis

机译：非线性三维有限元分析中混凝土与钢筋之间粘结的模拟

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Behaviour of reinforced concrete depends on the transfer of tensile forces from reinforcing bars into concrete. This transfer relies on the bond action between the reinforcement and the concrete. Therefore, in the finite element modelling of RC members one needs a simple and realistic bond model. In the present paper a discrete bond model which is used in the three-dimensional finite element analysis of RC structures is described and its performance is demonstrated on a few numerical examples.

机译：钢筋混凝土的性能取决于拉力从钢筋到混凝土的传递。这种转移依赖于钢筋和混凝土之间的粘结作用。因此，在钢筋混凝土构件的有限元建模中，需要一个简单而现实的键合模型。本文描述了一种离散键模型，该模型用于RC结构的三维有限元分析中，并通过一些数值示例来证明其性能。

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《International PhD Symposium in Civil Engineering vol.2; 20040616-19; Delft(NL)》|2004年|P.757-764|共8页
会议地点 Delft(NL)
作者
Steffen Lettow; Rolf Eligehausen; Josko Ozbolt;
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IWB, University of Stuttgart, Stuttgart, Germany;

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原文格式 PDF
正文语种 eng
中图分类市政工程;
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2. Three-Dimensional Finite-Element Analysis of Bond-Slip Behavior between Crescent Ribbed Bar and Concrete Based on Spring Element [J] . Yang Zhengguang, Liu Zhiyong, Xiong Yuanliang, Journal of materials in civil engineering . 2018,第5期

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3. Three-Dimensional Nonlinear Finite Element Modeling for Bond Performance of Ribbed Steel Bars in Concrete Under Lateral Tensions [J] . Jiang Tao, Wu Zhimin, Huang Le, International Journal of Civil Engineering,Transaction A:Civil Engineering . 2020,第5期

机译：横向张力下混凝土中罗纹钢筋粘结性能的三维非线性有限元建模
4. The simulation of bond between concrete and reinforcement in nonlinear three-dimensional finite element analysis [C] . Steffen Lettow, Rolf Eligehausen, Josko Ozbolt International PhD Symposium in Civil Engineering . 2004

机译：非线性三维有限元分析中混凝土与加固粘合的仿真
5. Embedded Reinforcement and Bond-Slip in the Nonlinear Finite Element Modelling of Reinforced Concrete [D] . Wu, Zheng-Ping. 1991

机译：钢筋混凝土非线性有限元建模中的嵌入钢筋与粘结滑移
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7. FINITE ELEMENT NONLINEAR ANALYSIS OF REINFORCED CONCRETE Part 2 : Mechanics of Bond and Slip of Deformed Bars in Concrete I [O] . HIROSHI NOGUCHI 1977

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The simulation of bond between concrete and reinforcement in nonlinear three-dimensional finite element analysis

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