极坐标下曲线加筋板的强度

Y. Nemirovsky
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引用次数: 0

摘要

А在极坐标系下对平面结构进行了计算机模拟,以形成具有弯曲增强的纤维复合材料沿螺旋轨迹。对两类连续弯曲纤维对不同钢筋结构的极限状态可达性进行了数值比较。计算考虑了恒温场的影响。本文给出了对数和代数螺旋族纤维截面常变性微分方程的钢筋强度函数的解析解。结果分析表明,选择弯曲敷设增强纤维,可以获得具有预定性能的结构
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Strength of Curvilinearly Reinforced Plates in a Polar Coordinate System
А computer simulation of flat structures to create a fiber composite with curved reinforcement along spiral trajectories in the polar coordinate system has been performed. Numerical comparisons of the reachability of limit states for various reinforcement structures by two families of continuous curved fibers have been made. The calculations take into account the influence of a constant temperature field. In this paper, analytical solutions of the reinforcement intensity function of the differential equation of the constancy of the fiber cross sections for the families of logarithmic and algebraic spirals are found. The analysis of the results shows that due to the choice of curved laying of reinforcing fibers, it is possible to obtain a structure with predetermined properties
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