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Experimental Study of Uniaxial Tensile of High Performance Ductile Engineered Cementitious Composites

机译:高性能延性化水泥复合材料单轴拉伸的实验研究

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The tensile properties of high performance ductile engineered cementitious composites are tested through 60 specimens divided into 5 groups according to adding 5 various PVA fibres, the tensile strength, tensile elasticity modulus and the tensile pseudostrain-hardening stress-strain curves are obtained, the corresponding matrices are also tested for tension, the tensile strength relationships between different PVA fibres, and between tensile elasticity modulus and tensile strength are proposed according to the test results. In addition, multicracking can be see, and the ultimate tensile strain of partial high performance ductile engineered cementitious composites with filling different PVA fibres can reach to 3% which is 1000 times of the plain concrete. The influences of matrix and the different PVA fibres on ultimate tensile strain, peak stress and peak strain are analyzed by experimental data. At last, the tensile pseudostrain-hardening stress-strain curves are discussed, the experimental conclusions can provide a lot of experimental and theoretical bases for making the composites hold the high ductility consumption ability.
机译:高性能延性化胶质复合材料的拉伸性能通过分为5组的60个样品,根据添加5个各种PVA纤维,拉伸强度,拉伸弹性模量和拉伸伪旋转硬化应力 - 应变曲线,相应的矩阵还测试了张力,根据试验结果提出了不同PVA纤维之间的拉伸强度关系,以及拉伸弹性模量和拉伸强度之间。此外,多碎屑可以看出,并且填充不同PVA纤维的部分高性能延性的局部高性能延性的抗拉性菌株可以达到3%,这是普通混凝土的1000倍。通过实验数据分析基质和不同PVA纤维对极限拉伸应变,峰值应力和峰应变的影响。最后,讨论了拉伸伪杆菌硬化应变曲线,实验结论可以为使复合材料保持高延展性消耗能力提供大量的实验和理论基础。

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