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Mechanical Properties of Composites with Geopolymer Matrices Reinforced by Basalt Fabric

机译:玄武岩纤维增强地聚合物基复合材料的力学性能

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The tensile and bending properties of composite materials with geopolymer matrix reinforced by layers of basalt plain weave fabric were investigated experimentally. We present the results of the quasi-static tensile tests and the quasi-static and cyclic three-point bending tests. The composite panels were made by hand laying with subsequent vacuuming. The plates were stayed in a compression press and left in a compressed state for a month. After 5 months the samples were made from the plates and subjected to tests. The material behaves as linear almost to the failure, which occurred at tensions of about 100 MPa. The elastic modulus is between 6000 and 7000 MPa.
机译:实验研究了玄武岩平纹织物层增强的地聚合物基复合材料的拉伸和弯曲性能。我们介绍了准静态拉伸测试以及准静态和循环三点弯曲测试的结果。复合板通过手工铺设并随后抽真空制成。将板保持在压缩压力机中并以压缩状态放置一个月。 5个月后,从板上制备样品并进行测试。该材料几乎对破坏呈线性关系,破坏发生在大约100 MPa的张力下。弹性模量在6000和7000MPa之间。

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