Strengthening of Concrete Structures with Textile Reinforced Mortars: State-of-the-Art Review

被引:349
作者
Koutas, Lampros N. [1 ,2 ]
Tetta, Zoi [3 ]
Bournas, Dionysios A. [4 ]
Triantafillou, Thanasis C. [3 ]
机构
[1] Univ Thessaly, Dept Civil Engn, Volos 38221, Greece
[2] Univ Sheffield, Dept Civil & Struct Engn, Sheffield S1 3JD, S Yorkshire, England
[3] Univ Patras, Dept Civil Engn, Patras 26504, Greece
[4] European Commiss, Joint Res Ctr, Safety & Secur Bldg Unit, Directorate Space Secur & Migrat, Via E Fermi 2749, I-21027 Ispra, Italy
关键词
Concrete; Strengthening; Textile reinforced mortar (TRM); PBO-FRCM COMPOSITES; CEMENTITIOUS-MATRIX; RC BEAMS; BOND BEHAVIOR; MECHANICAL CHARACTERIZATION; POLYMERS FRP; T-BEAMS; SHEAR; TRM; CONFINEMENT;
D O I
10.1061/(ASCE)CC.1943-5614.0000882
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Textile reinforced mortars (TRM), also known in the international literature as textile reinforced concrete (TRC) or fabric reinforced cementitious matrix (FRCM) materials, have been widely studied during the last two decades as they constitute a promising alternative to the fiber reinforced polymer (FRP) retrofitting solution for strengthening of reinforced concrete members. This paper presents a state-of-the-art review on the strengthening of concrete structures with TRM. First, the tensile and bond behavior of TRM is described. Next, an overview of studies on the use of TRM for flexural, shear, confinement, and seismic retrofitting of concrete or RC members is included, and the key parameters are investigated.
引用
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页数:20
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