Advanced shape memory alloy fibers designed to enhance crack closure and re-centring performance in cement-based composites

被引:3
作者
Dehghani, Ayoub [1 ]
Aslani, Farhad [1 ,2 ]
机构
[1] Univ Western Australia, Sch Engn, Mat & Struct Innovat Grp, Nedlands, WA, Australia
[2] Edith Cowan Univ, Sch Engn, Joondalup, WA, Australia
关键词
Segmented shape memory alloy fibres; Cementitious composites; Cyclic; Notched beam; DIC; Steel fibres; SELF-COMPACTING CONCRETE; BEAM-COLUMN CONNECTIONS; REINFORCED-CONCRETE; SEISMIC PERFORMANCE; CLOSING PERFORMANCE; MORTAR BEAMS; STEEL FRAMES; BEHAVIOR; NITI; MEMBERS;
D O I
10.1016/j.conbuildmat.2024.135095
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Crack-closing and re-centring attributes were observed in cementitious composites utilising segmented pseudoelastic shape memory alloy fibres (S-PSMAFs) developed in this study. S-PSMAFs, produced via laboratory deep drawing, displayed notable strain recovery capacity during detwinning and martensite phases in direct cyclic tensile tests. Cementitious composites incorporating S-PSMAFs at 0.5%, 0.75%, and 1.0% dosages underwent testing in static and cyclic flexure using both unnotched and notched beams. Results were compared with steel fibre (SF) reinforced specimens. Digital image correlation (DIC) provided full-field strain maps and crack propagation data. The cyclic testing allowed assessment of crack-closing and re-centring behaviour at varying deflections post-cracking and at ultimate limit state deflections. S-PSMAF-reinforced composites maintained a crack-closure ratio between 52% and 60% even at larger crack sizes (e.g., 3 mm). Re-centring ratios ranged from 80% to 55%, dependent on the imposed displacement amplitude of cycles. In contrast, SF-reinforced beams lacked effective crack-closing or re-centring behaviour, with both ratios decreasing drastically to about 10% over cycles. Additionally, S-PSMAF-reinforced composites exhibited higher flexural toughness, ductility, force reduction performance factor, greater energy dissipation, and smaller crack sizes compared to their SFreinforced counterparts.
引用
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页数:18
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