Effect of test setup on the fiber-to-mortar pull-out response in TRM composites: Experimental and analytical modeling

被引:48
作者
Dalalbashi, Ali [1 ]
Ghiassi, Bahman [2 ]
Oliveira, Daniel V. [1 ]
Freitas, Ana [3 ]
机构
[1] Univ Minho, ISISE, Dept Civil Engn, P-4800058 Azurem, Guimaraes, Portugal
[2] Delft Univ Technol, Dept Civil Engn & Geosci, Delft, Netherlands
[3] Univ Minho, Dept Civil Engn, P-4800058 Azurem, Guimaraes, Portugal
关键词
Fiber/matrix bond; Mechanical testing; Analytical modeling; Textile-reinforced mortar (TRM); TEXTILE-REINFORCED MORTAR; MECHANICAL-PROPERTIES; STEEL FIBER; BOND-SLIP; BEHAVIOR; MASONRY; MATRIX; CONCRETE; STRENGTH; SYSTEMS;
D O I
10.1016/j.compositesb.2018.02.010
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Textile-reinforced mortars (TRM) have recently received significant attention for the externally bonded reinforcement (EBR) of masonry and reinforced concrete structures. The fiber-to-mortar bond, the TRM-to-substrate bond, and the mechanical properties of the TRM constituents have a fundamental role in the performance of this strengthening technique and therefore require special attention. Despite this importance, only few investigations are devoted to characterization of the single fiber-to-mortar bond response in these systems. This paper, as an step towards addressing the fiber-to-mortar bond, presents a combined experimental and analytical investigation on the effect of test setup on the pull-out response and bond-slip laws in TRM composites. Three different pull-out test setups, consisting of one pull-pull and two pull-push configurations, are developed and investigated for characterization of the single fiber-to-mortar bond behavior. The experimental and analytical results are critically discussed and presented and bond-slip laws are extracted for each test setup.
引用
收藏
页码:250 / 268
页数:19
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