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The flexural and torsional constant of honeycomb sandwich construction

机译:蜂窝夹芯结构的弯曲和扭转常数

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摘要

The objective of this paper is to estimate the torsional rigidity 'GJ'flexural rigidity 'EI' and transverse shear stiffness 'KGA' of sandwich beams. For this purpose, sandwich beams various configurations are fabricated and tested under tip twisting moment and tip point loads. All the tests are conducted under fixed-free conditions. The strains and displacements are measured at various locations of the beams. The torsional rigidities of sandwich beams are estimated using shear strain versus load data and deflection versus load data. Flexural stiffness 'EI' is computed using both load versus deflection and load versus strain data and 'KGA' is calculated using load versus deflection curve. The torsional rigidities are also computed using the multi-cell approach and elasticity approach. The relationship for the elastic curve of sandwich beams subjected to tip load is also derived. The theoretical predictions are also compared with the test data. A realistic value of shear correction factor 'K'and computation of transverse shear stiffness 'GA' that leads to accurate predictions for sandwich beams is also proposed.
机译:本文的目的是估计夹层梁的抗扭刚度“ GJ”,抗弯刚度“ EI”和横向剪切刚度“ KGA”。为此,制造了各种构造的夹心梁,并在尖端扭转力矩和尖端载荷下进行了测试。所有测试均在无固定条件下进行。在梁的不同位置测量应变和位移。夹层梁的扭转刚度是使用剪切应变对载荷数据和挠度对载荷数据来估算的。弯曲刚度“ EI”是使用载荷与挠度以及载荷与应变数据来计算的,而“ KGA”是使用载荷与挠度曲线来计算的。扭转刚度也使用多单元法和弹性法来计算。还推导了承受尖端载荷的夹层梁弹性曲线的关系。还将理论预测与测试数据进行比较。还提出了切变校正系数“ K”的实际值和横向剪切刚度“ GA”的计算结果,该计算导致对夹层梁的准确预测。

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