Sprayed Glass Fiber-Reinforced Mortar with or without Basalt Textile Reinforcement for Jacketing of Low-Strength Concrete Prisms

被引:22
作者
Ates, Ali Osman [1 ]
Khoshkholghi, Soheil [2 ]
Tore, Erkan [3 ]
Marasli, Muhammed [4 ]
Ilki, Alper [1 ]
机构
[1] Istanbul Tech Univ, Fac Civil Engn, TR-34469 Istanbul, Turkey
[2] Univ Sheffield, Dept Civil & Struct Engn, Sheffield S1 3JD, S Yorkshire, England
[3] Balikesir Univ, Fac Engn, TR-10145 Balikesir, Turkey
[4] Fibrobeton Yapi Elemanlari San Ins Tic AS, Board Directors, Erturk Sokak 11, TR-34810 Istanbul, Turkey
关键词
RC BEAMS; SEISMIC BEHAVIOR; AXIAL BEHAVIOR; COLUMNS; FRP; TRM; CONFINEMENT; POLYMER; RETROFIT; MEMBERS;
D O I
10.1061/(ASCE)CC.1943-5614.0000922
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The external jacketing method using cement-based matrices and textile reinforcement has gained popularity for the enhancement of strength and ductility characteristics of reinforced concrete members. In this study, glass fiber-reinforced mortar (GFRM) with or without basalt textile reinforcement was used for external jacketing of low-strength concrete prisms. An innovative spraying method was used during the application of the cement-based matrix to the specimen's surface. Investigations were carried out on a large number of concrete prisms with five different cross-sectional geometries (circular, square, and rectangular, with cross-sectional aspect ratios of 1.5, 2, and 3). At the end of the tests, it was shown that the proposed retrofit methodology is effective for the enhancement of performance of low-strength concrete members. The spraying technique is practical and feasible, particularly for the cases in which access to the structural members that are destined to be retrofitted is limited. Furthermore, a simple analytical approach based on the effectively confined concrete area concept is also presented for predicting the peak strength and the ultimate strains of the retrofitted specimens. (C) 2019 American Society of Civil Engineers.
引用
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页数:17
相关论文
共 64 条
[1]   Experimental and Numerical Study for the Shear Strengthening of Reinforced Concrete Beams Using Textile-Reinforced Mortar [J].
Al-Salloum, Yousef A. ;
Elsanadedy, Hussein M. ;
Alsayed, Saleh H. ;
Iqbal, Rizwan A. .
JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2012, 16 (01) :74-90
[2]  
[Anonymous], 2014, Building code requirements for structural concrete and. commentary
[3]  
[Anonymous], 2020, Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
[4]  
[Anonymous], 2009, ADV COMP CONSTR ACIC
[5]  
[Anonymous], 2016, C39C39M ASTM
[6]   Testing Procedures for the Uniaxial Tensile Characterization of Fabric-Reinforced Cementitious Matrix Composites [J].
Arboleda, Diana ;
Carozzi, Francesca Giulia ;
Nanni, Antonio ;
Poggi, Carlo .
JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2016, 20 (03)
[7]   FRCM Strengthening of Shear-Critical RC Beams [J].
Azam, Rizwan ;
Soudki, Khaled .
JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2014, 18 (05)
[8]   Flexural Strengthening of RC Beams with an Externally Bonded Fabric-Reinforced Cementitious Matrix [J].
Babaeidarabad, Saman ;
Loreto, Giovanni ;
Nanni, Antonio .
JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2014, 18 (05)
[9]   Out-of-Plane Behavior of URM Walls Strengthened with Fabric-Reinforced Cementitious Matrix Composite [J].
Babaeidarabad, Saman ;
De Caso, Francisco ;
Nanni, Antonio .
JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2014, 18 (04)
[10]   Seismic behavior of a full-scale RC frame repaired using CFRP laminates [J].
Balsamo, A ;
Colombo, A ;
Manfredi, G ;
Negro, P ;
Prota, A .
ENGINEERING STRUCTURES, 2005, 27 (05) :769-780