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Elastic Bending Behavior of Solid Orthogonal Woven 3-D Carbon-Carbon Composite Beams

机译:实心正交编织3-D碳-碳复合材料梁的弹性弯曲行为

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摘要

The fundamental and structural behavior of solid orthogonal woven 3-D carbon-carbon composite beams is studied. Since fiber yarns are mingling in the three-dimensional space, the knowledge of their contributions is the crucial point to analyze material behavior. Using unit cell concept, elastic properties are established by the stiffness averaging method. Following Kirchhoff plate assumptions, classical composite lamination theory is formulated by identifying artificial laminae. 3-D FEM numerical verifications on beam specimens by four-point bending test are also successfully completed. For the rectangular beam specimens, experimental measured bending modulus is within 7% of the calculated values. Because of the direction of applied bending moment, notched beam specimens need more refinement on the identification of branches that requires artificial slicing in both thickness and width directions. Heavy 3-D FEM calculations were conducted; however, excellent agreement of surface strain is observed between experiments and predictions.
机译:研究了固态正交编织3-D碳-碳复合梁的基本和结构特性。由于纤维纱在三维空间中交织在一起,因此了解它们的作用是分析材料行为的关键点。使用单位单元概念,通过刚度平均方法建立弹性属性。根据Kirchhoff板的假设,通过识别人工薄片来建立经典的复合层合理论。通过四点弯曲试验对梁样品进行的3-D FEM数值验证也已成功完成。对于矩形梁样品,实验测得的弯曲模量在计算值的7%之内。由于施加弯矩的方向,带凹口的梁样本需要在识别分支时进行更多的改进,这些分支需要在厚度和宽度方向上进行人工切片。进行了大量的3-D有限元计算;然而,实验和预测之间观察到了极好的表面应变一致性。

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