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首页> 外文期刊>Lobachevskii journal of mathematics >Tension-Compression and Shear of Plane Test Specimens from Laminated Composites with the [90°]s Structure. Initial Stress-Strain State
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Tension-Compression and Shear of Plane Test Specimens from Laminated Composites with the [90°]s Structure. Initial Stress-Strain State

机译:具有[90°]结构的层压复合材料的张力压缩和平面试样的剪切。 初始应力 - 应变状态

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Using the previously constructed equations of the theory of the plane multi-layer beams with a thin-layer structure in thickness, based on a discrete-structural model, a linear problem on the formation of the initial (subcritical) stress-strain state in test specimens of a unidirectional laminated composites with the [90°]s structure was given in shear tensile-compression tests. A numerical method was developed for solving the formulated problem, based on the reduction of the original problem to a system of integro-algebraic equations and the construction of their solution by the method of finite sums. The properties of the constructed equations are investigated and numerical experiments are carried out on the basis of the developed method. It is shown that in the test specimens of the laminated composite of the considered structure at their tension (compression) in the direction across the fibers and in shear, predominantly normal tensile (compression) stresses are formed, which are constant along the length and width of the specimen, and the tangential stresses in these directions are variable.
机译:使用先前构造的平面多层梁理论的方程,基于分立结构模型,基于厚度的薄层结构,在测试中形成初始(亚临界)应力 - 应变状态的线性问题在剪切拉伸压缩试验中给出了具有[90°]结构的单向层压复合材料的标本。开发了一种用于解决配方问题的数值方法,基于对积分 - 代数方程系统的原始问题的降低以及通过有限总和的方法构建其解决方案的原始问题。研究了构造方程的性质,并基于开发方法进行数值实验。结果表明,在其张力(压缩)的所考虑的结构的层叠复合物的测试版中,形成沿纤维的方向,主要是正常的拉伸(压缩)应力,其沿着长度和宽度恒定标本,这些方向上的切向应力是可变的。

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