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A general mixed mode fracture mechanics test specimen: The DCB-specimen loaded with uneven bending moments

机译:一般混合模式断裂力学试验样品:DCB试样加载不均匀的弯矩

摘要

A mixed mode specimen is proposed for fracture mechanics characterisation of adhesive joints, laminates and multilayers. The specimen is a double cantilever beam specimen loaded with uneven bending moments at the two free beams. By varying the ratiobetween the two applied moments, the full mode mixity range from pure mode I to pure mode II can be generated for the same specimen geometry. The specimen allows stable crack growth. In case of large scale crack bridging, mixed mode cohesive laws can beobtained by a J integral based approach. As an example, fracture of adhesive joints between two glass-fibre laminates was studied. The mixed mode fracture resistance increased with increasing crack length due to fibre bridging, eventually reaching asteady-state level (R-curve behaviour). The steady-state fracture toughness level increased with increasing tangential crack opening displacement.
机译:提出了一种混合模式试样,用于表征粘合接头,层压板和多层板的断裂力学。样品是双悬臂梁样品,在两个自由梁上加载了不均匀的弯矩。通过改变两个施加力矩之间的比率,可以为相同的试样几何形状产生从纯模式I到纯模式II的全模式混合范围。样品允许稳定的裂纹扩展。在大规模裂纹桥接的情况下,可以通过基于J积分的方法获得混合模式的内聚规律。例如,研究了两个玻璃纤维层压板之间的粘合缝断裂。由于纤维桥接,随着裂纹长度的增加,混合模式的抗断裂性增加,最终达到稳态水平(R曲线行为)。稳态断裂韧性水平随着切向裂纹开口位移的增加而增加。

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