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Averaged strain energy density estimated rapidly from the nodal stresses by FEM for cracks under mixed mode loadings including the T-stress contribution

机译:有限元分析法根据混合应力作用下裂纹的节点应力快速估算出平均应变能密度,包括T应力的贡献。

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The present contribution reviews a recently proposed method to rapidly estimate the averaged SED at the tip of short as well as long cracks under in-plane I+II and long cracks under out-of-plane I+III mixed mode loadings. Short cracks are distinguished from long cracks by considering that the stress fields within the control volume of short cracks are no longer governed solely by the stress intensity factors (SIFs), but the contribution of higher order terms, and primarily the T-stress, becomes significant to estimate the averaged SED. According to the proposed method, the averaged SED is calculated using the linear elastic nodal stresses evaluated by FEM either at the crack tip, to account for the SIFs contribution, and at selected FE nodes of the crack free edges, to include the T-stress contribution. The advantage of the proposed approach is two-fold: coarse FE meshes can be adopted; moreover, geometrical modelling the control volume is no longer necessary. To validate the approach, cracked plates subjected to in-plane I+II mixed mode loading as well as bars weakened by circumferential outer cracks subjected to out-of-plane mixed mode I+III loading have been analysed. A comparison between approximate values of the averaged SED according to the nodal stress approach and those derived directly from the FE strain energy adopting very refined FE meshes has been successfully performed.
机译:本文稿回顾了最近提出的一种方法,该方法可以快速估算平面I + II下短裂纹和长裂纹尖端以及平面I + III混合模载荷下的长裂纹尖端的平均SED。考虑到短裂纹的控制区内的应力场不再仅由应力强度因子(SIF)支配,因此将短裂纹与长裂纹区分开来,而是高阶项(主要是T应力)的贡献对于估计平均SED而言意义重大。根据提出的方法,使用有限元法在裂缝尖端处考虑SIF贡献的线性弹性节点应力以及在无裂缝边缘的选定FE节点处包括T应力来计算平均SED。贡献。该方法的优点有两个:可以采用粗糙的有限元网格;此外,不再需要对控制体积进行几何建模。为了验证该方法,已分析了承受平面I + II混合模式载荷的裂纹板,以及由于承受平面外混合模式I + III载荷的周向外部裂纹而削弱的钢筋。已经成功地执行了根据节点应力方法的平均SED近似值与直接采用非常精细的有限元网格的有限元应变能直接得出的近似值之间的比较。

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