首页> 外文期刊>International Journal of Civil Engineering,Transaction A:Civil Engineering >New Form of Equivalent Constitutive Model for Combined Shell Particle Composites and Its Application in Civil Air Defense
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New Form of Equivalent Constitutive Model for Combined Shell Particle Composites and Its Application in Civil Air Defense

机译:组合壳颗粒复合材料等效本构模型的新形式及其在民用防线中的应用

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摘要

In this study, the new combined shell particle composites are designed and manufactured, and simulation-blasting tests are conducted using a new material as the distribution layer of a civil air defense project. Tests show that this type of new distribution layer is highly capable of weakening blasting shock waves. Because of this distribution layer being a complicated, heterogeneous structural material, and numeric simulation of the problem is difficult, even impossible, so we present a new form of equivalent constitutive model to simulate the dynamic behavior of it under blast. The material parameters are optimized by comparing and achieving the best acceptable agreement of the calculated and experimental results, both for the peak stresses and the stress history curves at the same points. Results show that the differences between the calculated peak stresses of the equivalent constitutive model and test results are less than 8%. The stress history curves for calculated and experimental results are of similar evolution characteristics. The numerical simulation results of the stress pulsewidth at three measured points are relatively close to the experimental ones, and the calculated mean stresses at three measured points are also close to the experimental ones, the errors are about 10%. Therefore, for the purpose of engineering application our equivalent constitutive model might be seen an acceptable model.
机译:在该研究中,设计和制造了新的组合壳颗粒复合材料,并使用新材料作为民用防空项目的分布层进行了模拟喷砂测试。测试表明,这种类型的新分布层能够高度能够削弱爆破冲击波。由于这种分布层是一种复杂的,异构的结构材料,并且问题的数字模拟是困难的,甚至不可能,所以我们呈现了一种新形式的等效本构模型来模拟它的动态行为。通过比较和实现所计算的和实验结果的最佳可接受的协议来优化材料参数,这对于峰值应力和相同点处的应力历史曲线都是最佳的可接受的吻合。结果表明,等效本构模型的计算峰值应力与试验结果之间的差异小于8%。计算和实验结果的应力历史曲线具有相似的进化特性。三个测量点的应力脉冲宽度的数值模拟结果相对接近实验结果,并且三个测量点的计算平均胁迫也接近实验结果,误差约为10%。因此,出于工程应用的目的,我们的等效本构模型可能会看到可接受的模型。

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