Yang Zhao, Du Yalong, Liang Yujia, Ke Xiaolong
School of Urban Construction, Wuhan University of Science and Technology, Wuhan 430065, China.
Institute of High Performance Engineering Structure, Wuhan University of Science and Technology, Wuhan 430065, China.
Materials (Basel). 2022 Jun 27;15(13):4531. doi: 10.3390/ma15134531.
The incorporation of superelastic shape memory alloy (SMA) fibers into engineered cementitious composite (ECC) materials can provide high seismic energy dissipation and deformation self-centering capabilities for ECC materials. Whether the SMA fibers can be sufficiently bonded or anchored in the ECC matrix and whether the mechanical properties of the SMA fibers in the ECC matrix can be effectively utilized are the key scientific issues that urgently need to be studied. In order to study the mechanical behavior of SMA fiber embedded in ECC matrix, four groups of semi-dog-bone pullout specimens were fabricated, and the cyclic pullout tests were conducted in this paper. The pullout stress, displacement, and self-centering capability were analyzed, and different influencing factors were discussed. The results show that the knotted ends can provide sufficient anchorage force for SMA fibers, and the maximum pullout stress of SMA fiber can reach 1100 MPa, thus the superelasticity can be effectively stimulated. The SMA fibers show excellent self-centering capability in the test. The minimum residual deformation in the test is only 0.29 mm, and the maximum self-centering ratio can reach 0.93. Increasing bond length can increase the ultimate strain of SMA fibers with knotted ends, but reduce the maximum pullout stress. Increasing fiber diameter can increase both the ultimate strain and the maximum stress of knotted end SMA fibers. While neither bond length nor fiber diameter has significant effect on the self-centering ratio. This paper provides a theoretical basis for further study of the combination of SMA fibers and ECC materials.
将超弹性形状记忆合金(SMA)纤维掺入工程水泥基复合材料(ECC)中,可以为ECC材料提供高地震能量耗散和变形自复位能力。SMA纤维能否在ECC基体中充分粘结或锚固,以及ECC基体中SMA纤维的力学性能能否得到有效利用,是亟待研究的关键科学问题。为了研究嵌入ECC基体中的SMA纤维的力学行为,本文制作了四组半狗骨式拉拔试件,并进行了循环拉拔试验。分析了拉拔应力、位移和自复位能力,并讨论了不同影响因素。结果表明,打结端部可为SMA纤维提供足够的锚固力,SMA纤维的最大拉拔应力可达1100MPa,从而可有效激发超弹性。SMA纤维在试验中表现出优异的自复位能力。试验中的最小残余变形仅为0.29mm,最大自复位率可达0.93。增加粘结长度可增加打结端部SMA纤维的极限应变,但会降低最大拉拔应力。增加纤维直径可同时增加打结端部SMA纤维的极限应变和最大应力。而粘结长度和纤维直径对自复位率均无显著影响。本文为进一步研究SMA纤维与ECC材料的结合提供了理论依据。