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A Novel Method for Calculation of Strain Energy Release Rate of Asymmetric Double Cantilever Laminated Composite Beams

机译:计算非对称双悬臂层合梁应变能释放率的新方法

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In this research, a novel data reduction method for calculation of the strain energy release rate (SERR) of asymmetric double cantilever beams (ADCB) is presented. For this purpose the elastic beam theory (EBT) is modified and the new method is called as the modified elastic beam theory (MEBT). Also, the ADCB specimens are modeled using ABAQUS/Siandard software. Then, the initiation of delamination of ADCB specimens is modeled using the virtual crack closure technique (VCCT). Furthermore, magnitudes of the SERR for different samples are also calculated by an available data reduction method, called modified beam theory (MBT). Using the hand lay-up method, different laminated composite samples are manufactured by E-glass/epoxy unidirectional plies. In order to measure the SERR, all samples are tested using an experimental setup. The results determined by the new data reduction method (MEBT) show good agreements with the results of the VCCT and the MBT.
机译:在这项研究中,提出了一种新的数据约简方法,用于计算非对称双悬臂梁(ADCB)的应变能释放率(SERR)。为此,对弹性梁理论(EBT)进行了修改,并将这种新方法称为改进的弹性梁理论(MEBT)。另外,使用ABAQUS / Siandard软件对ADCB标本进行建模。然后,使用虚拟裂纹闭合技术(VCCT)对ADCB试样分层的开始进行建模。此外,还可以通过称为改良波束理论(MBT)的可用数据缩减方法来计算不同样本的SERR大小。使用手工铺层方法,通过E-玻璃/环氧树脂单向层制造不同的层压复合样品。为了测量SERR,所有样品均使用实验装置进行测试。通过新的数据缩减方法(MEBT)确定的结果与VCCT和MBT的结果显示出良好的一致性。

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