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Calculation of wooden beams reinforced with polymeric composites with modification of the wood compression area

机译:改变木材压缩面积的聚合物复合材料增强木梁的计算

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Peculiar features of engineering and numerical calculations of wooden beams reinforced with polymeric composites with the local modification of the wood compression area under an insufficient volume of the initial data have been considered in this article. A technique for determining the physical and mechanical properties of materials and a stress-deformation diagram based on experimental investigation has been described. The enlarged algorithm of engineering calculation on the enumerated geometrical characteristics and numerical calculation by the consecutive loading technique and with correcting of the tangent modulus of elasticity at each step instantiated in PC Lira 10.6 has been presented. Analysis of the stress-strain state of wood-composite beams with local modification of wood has been made. Comparative analysis of engineering and numerical calculations has been performed within the limits of the calculated load. Conclusions on the results of theoretical investigations of the proposed beam construction have been formulated and compared with the existing investigations in the field of reinforcement of beam constructions with polymeric composites.
机译:本文已经考虑了工程技术的特殊特征和用聚合物复合材料增强的木梁的数值计算,但在原始数据量不足的情况下对木材压缩区域进行了局部修改。已经描述了用于确定材料的物理和机械性能的技术以及基于实验研究的应力-变形图。提出了一种工程计算的扩展算法,该算法基于枚举的几何特征和通过连续加载技术进行的数值计算,并校正了在PC Lira 10.6中实例化的每个步骤中的切线弹性模量。进行了木材局部改性的复合木梁的应力-应变状态分析。工程和数值计算的比较分析已在计算出的载荷范围内进行。提出了关于所提出的梁结构的理论研究结果的结论,并将其与聚合物复合材料梁结构加固领域中的现有研究进行了比较。

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