Influence of Corrosion on Crack Width and Pattern in an RC Beam

机译：腐蚀对RC梁裂缝宽度和图案的影响

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The paper is concerned with numerical modeling of corrosion of steel reinforcement in the reinforced concrete. The cracking response of the reinforced concrete beams due to the corrosion effect of the steel reinforcement and due to the load effects was analyzed. The effect of corrosion was simulated by the nonlinear numerical analysis with the FEM program using the 3D model.

机译：本文涉及钢筋混凝土钢筋腐蚀的数值模型。分析了钢筋混凝土梁由于钢筋腐蚀和由于负荷效应而导致的钢筋混凝土梁的开裂响应。通过使用3D模型的FEM程序的非线性数值分析模拟腐蚀的效果。

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《International Conference on Concrete and Concrete Structures》|2014年||共10页
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作者
Peter Kotes;
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正文语种
中图分类混凝土结构、钢筋混凝土结构;
关键词
Corrosion; existing bridges; crack; crack width; crack pattern; concrete cover; reinforcement;

机译：腐蚀;现有桥梁;裂缝;裂缝宽度;裂纹模式;混凝土封面;加强;
入库时间 2022-08-20 22:38:21

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8. Crack Growth Rate of a Crack in a Width Tapered Double Cantilevered Beam (WTDCB). Specimen in Both a Constant and Linearly Varying External Load Condition [R] . Verbruggen, M. L. C. E. 1984

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Influence of Corrosion on Crack Width and Pattern in an RC Beam

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