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首页> 外文期刊>Journal of Thermoplastic Composite Materials >Material and Structural Assessment of Thermal Spray Composites
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Material and Structural Assessment of Thermal Spray Composites

机译:热喷涂复合材料的材料和结构评估

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Experimental and computational assessment of random, discontinuous, long fiber reinforced composites manufactured with the thermal spray-structural reaction injection molding (TS-SRIM) process is undertaken to determine their material and mechanical charac-teristics as design allowables. The glass content, the reinforcement architecture, and the ge-ometry of the specimens are treated as the primary variables. The glass fiber reinforcement was either discontinuous long fiber (TS) or in combination with unidirectional continuous fiber (TS-UNI). In addition to classical flat coupons, hat beams are tested to assess structural re-sponse. The finite elemetn models of the hat beams use the material data generated from the coupon tests. The coupon test data revealed that tensile, flexural, and compressive properties increased as a function of weight percent glass content for the coupons and beams with the isotropic reinforcement. For the orthotropic architectures with increasing glass content, perform-ance improved in the longitudinal direction and declined in he transverse direction. However, the loading capacity of the hat beams with a constant total glass content remained indifferent to the variation of UNI glass additions. The computational simulation results compared favorably to beam test results. Analytical studies of beams with stiffeners (ribs) subjected to bending loads showed that longitudinal ribs oriented along the beam axis offered little improvement in structural reaponse, whereas transversely oriented ribs significantly increased the load capac-ity.
机译:对通过热喷涂结构反应注射成型(TS-SRIM)工艺制造的无规,不连续,长纤维增强复合材料进行实验和计算评估,以确定其材料和机械特性作为设计允许值。玻璃含量,增强结构和样品的几何形状被视为主要变量。玻璃纤维增​​强材料是不连续的长纤维(TS)或与单向连续纤维(TS-UNI)组合使用。除了经典的平板样板外,还对帽梁进行了测试以评估结构响应。帽梁的有限元模型使用从试样测试生成的材料数据。试样的试验数据表明,对于各向同性增强的试样和梁,拉伸,弯曲和压缩性能随玻璃含量的重量百分比而增加。对于玻璃含量增加的正交各向异性建筑,其性能在纵向上有所改善,而在横向上却有所下降。但是,总玻璃含量恒定的帽形梁的承载能力对UNI玻璃添加量的变化保持不变。计算仿真结果优于梁测试结果。对带有加劲肋(肋)的梁进行弯曲载荷的分析研究表明,沿梁轴线定向的纵向肋在结构响应方面几乎没有改善,而横向定向的肋则显着提高了载荷能力。

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