Experimental study on performance of repaired and strengthened unreinforced masonry walls using polypropylene bands

被引:2
|
作者
Ebrahimzadeh, S. [1 ]
Nasrollahzadeh, K. [2 ]
机构
[1] KN Toosi Univ Technol, Dept Civil Engn, POB 15875-4416, Tehran, Iran
[2] KN Toosi Univ Technol, Dept Civil Engn, Struct Engn, POB 15875-4416, Tehran, Iran
关键词
Unreinforced masonry wall; Damaged URM wall; Repair and strengthening; Experimental study; Quasi-static lateral loading; Polypropylene (PP) band; Strengthening materials; REINFORCED-CONCRETE FRAMES; WELDED WIRE MESH; BEHAVIOR;
D O I
10.24200/sci.2022.59449.6252
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper proposes a strengthening method for improving the seismic performance of Unreinforced Masonry (URM) brick walls. What is noteworthy regarding the proposed technique is the low price and easy application of polypropylene (PP) bands, which are widely used in the packaging industry. Three half-scale specimens were tested under cyclic lateral loading simultaneously upon imposing a constant vertical load. First, the URM wall was tested up to a certain drift in which a reduction in lateral capacity was recorded. According to the crack pattern observed on the wall surface, a repair strategy was taken to upgrade the damaged wall in the shortest possible time and with minimum manpower. In doing so, horizontal PP bands were employed to wrap the wall. The repair technique stopped the spread of cracks and prevented reduction in lateral capacity. Besides, the third specimen, which is identical to the URM wall but is strengthened by PP bands, was tested and it developed a superior performance by changing the failure mode and increasing the maximum strength, the strength at maximum displacement, and maximum displacement by 88%, 38%, and 185%, respectively, compared to URM wall. (c) 2023 Sharif University of Technology. All rights reserved.
引用
收藏
页码:918 / 935
页数:18
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