MECHANICAL BEHAVIOR OF COMPOSITIONS OF GLASS-FIBER REINFORCED PLASTIC MORTAR PIPES BASED ON THEIR FUNCTIONING

H. Shi, Chong Xue, Feng Qiao, Yancang Li
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Abstract

The experimental investigation on the mechanical parameters compositions of glass-fiber reinforced plastic mortar (GRPM) pipe is the basis of simulating and analyzing the mechanical characteristics of the complete structure of GRPM pipe. Due to the anisotropic material properties of GRPM pipe, the compressive property test is carried out, and the results show that the circumferential compressive strength(CCS) is 49.93Mpa, the axial compressive strength(ACS) is 40.79Mpa, the circumferential elastic modulus(CEM) is 4.84Gpa, and the axial elastic modulus(AEM) is 4.04Gpa. The difference between the CCS and ACS and EM is about 20%, as well as the CCS and EM are greater than the ACS and modulus of elasticity. Conclusions drawn from the tests provide an important basis for checking whether the materials meet the design requirements.  
基于功能的玻璃纤维增强塑料砂浆管组合物力学行为
玻璃纤维增强塑料砂浆(GRPM)管材力学参数组成的试验研究是模拟和分析GRPM管材整体结构力学特性的基础。由于GRPM管材具有各向异性的材料特性,进行了抗压性能试验,结果表明:其周向抗压强度(CCS)为49.93Mpa,轴向抗压强度(ACS)为40.79Mpa,周向弹性模量(CEM)为4.84Gpa,轴向弹性模量(AEM)为4.04Gpa。CCS与ACS和EM的差异约为20%,且CCS和EM的弹性模量大于ACS和弹性模量。试验得出的结论为检验材料是否满足设计要求提供了重要依据。
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