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Determination of a cohesive law for delamination modelling - Accounting for variation in crack opening and stress state across the test specimen width

机译:确定分层建模的内聚规律-考虑试样宽度上的裂纹开度和应力状态的变化

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The cohesive law for Mode I delamination in glass fibre Non-Crimped Fabric reinforced vinylester is determined for use in finite element models. The cohesive law is derived from a delamination test based on DCB specimens loaded with pure bending moments taking into account the presence of large-scale bridging and the multi-axial state of stress in the test specimen. The fracture resistance is calculated from the applied moments, the elastic material properties and the geometry of the test specimen. The cohesive law is then determined in a three step procedure: 1) Obtain the bridging law by differentiating the fracture resistance with respect to opening displacement at the initial location of the crack tip, measured at the specimen edge. 2) Extend the bridging law to a cohesive law by accounting for crack tip fracture energy. 3) Fine-tune the cohesive law through an iterative modelling approach so that the changing state of stress and deformation across the width of the test specimen is taken into account. The changing state of stress and deformation across the specimen width is shown to be significant for small openings (small fracture process zone size). This will also be important for the initial part of the cohesive law with high stress variation for small openings (a few microns), but the effects are expected to be smaller for large-scale-bridging where the stress varies slowly over an increase in crack opening of several millimetres. The accuracy of the proposed approach is assessed by comparing the results of numerical simulation using the cohesive law derived by the above method, with those of physical testing for the standard DCB Mode I delamination test (ASTM D 5528). (C) 2016 Elsevier Ltd. All rights reserved.
机译:确定了玻璃纤维非卷曲织物增强乙烯基酯中I型分层的内聚规律,以用于有限元模型。内聚律是从分层测试的基础上得出的,该分层测试基于加载纯弯矩的DCB试样,考虑到试样中存在大范围桥接和应力的多轴状态。从施加的力矩,弹性材料特性和试样的几何形状计算出抗断裂性。然后,通过以下三个步骤确定内聚规律:1)通过区分裂纹尖端初始位置(在试样边缘处测量)的相对于开口位移的抗裂强度,来获得桥接定律。 2)通过考虑裂纹尖端的断裂能,将桥接定律扩展为内聚定律。 3)通过迭代建模方法微调内聚规律,以便考虑到试样整个宽度上应力和变形的变化状态。对于较小的开口(较小的破裂过程区域尺寸),应力和变形在整个样品宽度上的变化状态显示出显着的变化。这对于内聚法则的初始部分也很重要,因为它对于小开口(几微米)具有很大的应力变化,但是对于应力随裂纹扩展而缓慢变化的大规模桥接,预期影响较小开启几毫米。通过比较使用上述方法得出的内聚规律的数值模拟结果与标准DCB模式I分层测试的物理测试(ASTM D 5528),可以评估所提出方法的准确性。 (C)2016 Elsevier Ltd.保留所有权利。

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