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首页> 外文期刊>Research journal of applied science, engineering and technology >Investigation and Simulation into the Effect of Shear, Concentrated and Distributed Loads on Solid Beam and Sandwich Beams with Different Core Material
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Investigation and Simulation into the Effect of Shear, Concentrated and Distributed Loads on Solid Beam and Sandwich Beams with Different Core Material

机译:剪切,集中和分布荷载对不同芯材实心梁和夹心梁影响的研究与仿真

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摘要

Mechanical behaviors comparison of sandwich beams with diversified core material among epoxy, polyamide and wood, as well as, a solid steel beam was executed under a shear force, a concentrated load and a distributed load, with the attention that, the last two load types producing combined shear and bending stresses. Another mechanical behavior was considered where the static deflections from the specimens, especially the sandwich ones, have two contributor values provided from both bending and shear rigidities. A theoretical analysis and a numerical simulation were utilized for validation and comprehension purposes of the output results and conclusions. With taking into consideration, the comparison parameters that must be constant were the core thickness 10 mm, face thickness 3 mm, total thickness 16 mm, length 300 mm, width 20 mm and steel for faces material. The results conclude that employment of sandwich beam over a solid one with the same dimensions and vice versa, lead to a significant fluctuation in the objecta??s mechanical behavior and weight, where the targeted result is high rigidity to weight ratio which provided by the sandwich beam. In other words, the specimena??s flexural rigidity has a significant impact on its un-similar stressesa?? categories of shear stress, bending stress and these two stresses combined, as well as, its static deflection.
机译:在剪切力,集中载荷和分布载荷下,对环氧,聚酰胺和木材之间的夹芯梁和环氧树脂,聚酰胺和木材以及实心钢梁的力学性能进行比较,注意最后两种载荷类型产生组合的剪切应力和弯曲应力。考虑了另一种机械性能,其中试样的静态挠度,尤其是夹心试样的静态挠度,具有由弯曲刚度和剪切刚度提供的两个贡献值。理论分析和数值模拟被用于验证和理解输出结果和结论的目的。考虑到这些因素,必须保持不变的比较参数是:芯厚度10 mm,端面厚度3 mm,总厚度16 mm,长度300 mm,宽度20 mm和端面材料用钢。结果得出结论,在具有相同尺寸的实心梁上使用三明治梁,反之亦然,这导致目标机械性能和重量发生显着波动,其中目标结果是高刚度与重量比夹层梁。换句话说,试样的抗弯刚度对其不相似的应力有很大的影响。剪应力,弯曲应力和这两个应力的类别,以及其静态挠度。

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