首页> 外文会议>International RILEM Workshop on Integral Service Life Modelling of Concrete Structures; 20071105-06; Guimaracs(PT) >PRINCIPLES FOR CALCULATION/ASSESSMENT OF LOAD BEARING CAPACITY LOSS DUE TO CORROSION IN CONTECVET MANUAL APPLIED TO THE STRUCTURAL ASSESSMENT OF LA RANCE BEAMS
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PRINCIPLES FOR CALCULATION/ASSESSMENT OF LOAD BEARING CAPACITY LOSS DUE TO CORROSION IN CONTECVET MANUAL APPLIED TO THE STRUCTURAL ASSESSMENT OF LA RANCE BEAMS

机译:计算和评估在混凝土梁结构评估中使用的conconvet手册中的腐蚀引起的承载力损失的原则

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This paper summarizes the principles contained in the Contecvet Manual for the assessment of corrosion-damaged structures, including its recommendations on how to incorporate the effects of corrosion on concrete and steel, bond deterioration, the cross-section of reinforcing bars and concrete cover geometry and cracking. These principles were applied to six prestressed concrete beams that had been corroding for years in a marine environment. The beams were tested to failure as part of a structural assessment benchmarking exercise involving several research centres and modellers, coordinated by the French Atomic Energy Commission Centre of Saclay (CEA-Saclay). The present paper describes the model used to analyze the beams, beginning with the structural grounds and assumptions underlying the model and the mechanical behaviour of corroded materials. This is followed by a comparison of the results of experimental testing and model predictions, which prove to be sufficiently concordant, taking into account the dispersion inherent in this type of experiments. The model constitutes a reasonable method for assessing the condition of corroding structural members.
机译:本文总结了《 Contecvet手册》中用于评估腐蚀损坏结构的原理,包括有关如何综合考虑腐蚀对混凝土和钢材的影响,粘结劣化,钢筋的横截面以及混凝土覆盖层的几何形状以及开裂。这些原理适用于在海洋环境中腐蚀多年的六根预应力混凝土梁。作为结构评估基准测试的一部分,由法国萨克雷原子能委员会中心(CEA-Saclay)协调,对光束进行了破坏测试,该测试涉及多个研究中心和建模人员。本文描述了用于分析梁的模型,首先从模型的结构基础和假设以及腐蚀材料的机械性能开始。接下来是对实验测试结果和模型预测结果的比较,考虑到这类实验固有的分散性,事实证明它们是足够一致的。该模型是评估腐蚀构件状态的合理方法。

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