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Fatigue and creep analyses of adhesively bonded anchorages for CFRP tendons

机译:CFRp筋的粘接锚固的疲劳和蠕变分析

摘要

A bonded anchorage was investigated where a CFRP tendon was potted in a steel tube using an epoxy adhesive. Experimental creep tests on single lap joints and fatigue tests on anchorages, both with different adhesive thickness, were undertaken with failure occurring in the bond, close to the CFRP interface in cases. The creep and fatigue response of the adhesively bonded CFRP tendon anchors were separately predicted using Finite Element analysis. A visco-plastic material model was used to predict the time to failure of the anchors in creep. The effect of creep damage was modelled by degrading the yield stress of the adhesive. Moreover, a bi-linear traction-separation cohesive zone model was incorporated at the adhesive-tendon interface when simulating the fatigue loading of the anchorages. A fatigue damage model based on the degradation of the cohesive elements was implemented to take into account the fatigue damage evolution. The predicted results were found to be in good agreement with the experimentally recorded data.
机译:研究了粘结锚固,其中使用环氧粘合剂将CFRP筋浇注到钢管中。进行了单膝关节的蠕变试验和锚固的疲劳试验,两种试验均具有不同的粘合剂厚度,并且在粘结情况下发生了破坏,并靠近CFRP界面。使用有限元分析分别预测了粘结的CFRP筋锚的蠕变和疲劳响应。粘塑性材料模型用于预测锚在蠕变中失效的时间。通过降低粘合剂的屈服应力来模拟蠕变损伤的影响。此外,在模拟锚固的疲劳载荷时,在粘合剂-腱界面处引入了双线性牵引-分离内聚区模型。实施了基于内聚元素退化的疲劳损伤模型,以考虑疲劳损伤的演变。发现预测结果与实验记录的数据非常吻合。

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