Modelling the loss of steel-concrete bonds in corroded reinforced concrete beams

机译：腐蚀钢筋混凝土梁中钢混凝土粘合的损失

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The existing stochastic models for deterioration of reinforced concrete structures is extended by adding modelling of "loss of bond" due to corrosion between the reinforcement bars and the surrounding concrete.

机译：由于加强杆与周围混凝土之间的腐蚀，通过增加“粘接”造型来延长用于钢筋混凝土结构的劣化的现有随机模型。

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《IFIP WG 7.5 working conference on reliability and optimization of structural systems》|2007年||共7页
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1. Serviceability Limit State criteria based on steel-concrete bond loss for corroded reinforced concrete in chloride environment [J] . R. Zhang, A. Castel, R. Francois Materials and structures . 2009,第10期

机译：使用寿命极限氯化物环境下基于钢筋混凝土锈蚀钢筋混凝土损失的国家标准
2. Influence of steel-concrete bond damage on the dynamic stiffness of cracked reinforced concrete beams [J] . Tengfei Xu, Jiantao Huang, Arnaud Castel, Advances in Structural Engineering . 2018,第13期

机译：钢筋混凝土粘结损伤对开裂钢筋混凝土梁动力刚度的影响
3. Cracking behavior of reinforced concrete beams: experiment and simulations on the numerical influence of the steel-concrete bond [J] . L. Jason, A. Torre-Casanova, L. Davenne International Journal of Fracture . 2013,第2期

机译：钢筋混凝土梁的抗裂性能：钢-混凝土粘结数值影响的试验和模拟
4. Modelling the loss of steel-concrete bonds in corroded reinforced concrete beams [C] . IFIP WG 7.5 working conference on reliability and optimization of structural systems . 2007

机译：腐蚀钢筋混凝土梁中钢混凝土粘合的损失
5. Modeling of bond-slip in steel-concrete composite beams and reinforcing bars. [D] . Salari, Mohammad Reza. 1999

机译：钢-混凝土组合梁和钢筋中粘结滑移的建模。
6. Experimental Study on Shear Capacity of Reinforced Concrete Beams with Corroded Longitudinal Reinforcement [O] . Sun-Jin Han, Hyo-Eun Joo, Seung-Ho Choi, 2019

机译：纵向锈蚀钢筋混凝土梁抗剪承载力试验研究
7. Modelling the Loss of Steel-Concrete Bonds in Corroded Reinforced Concrete Beams [O] . Thoft-Christensen Palle 2007

机译：锈蚀钢筋混凝土梁中钢 - 混凝土粘结损失的模拟

Modelling the loss of steel-concrete bonds in corroded reinforced concrete beams

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