Out-of-Plane Response of ECC Strengthened Masonry Wallets with Openings

被引：0
|
作者：
Shamsher Bahadur Singh
Pankaj Munjal
机构：
[1] Birla Institute of Technology and Science,Civil Engineering Department
[2] Pilani Campus,undefined
来源：
KSCE Journal of Civil Engineering | 2020年 / 24卷
关键词：
ABAQUS; Engineered cementitious composite; Masonry walls with openings; Numerical modeling; Out-of-plane response;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
A parametric study of out-of-plane performance of engineered cementitious composite (ECC) strengthened brick masonry wallets with openings through numerical modeling has been performed. The out-of-plane responses of masonry wallets are determined by applying the four-point loading and analyzed with numerical modeling. For validation of numerical modeling, four burnt-clay brick masonry wallets with openings at the center are cast. The parametric study is conducted on ECC strengthened masonry wallets with opening to investigate the effect of several parameters such as percentage of ECC, width to thickness (b/h) ratio and span to depth (L/d) ratio. Furthermore, the study includes varying opening dimensions in terms of square and rectangular openings. The present investigation shows that the utilization of precast ECC sheet enhance the load-carrying capacity and ductility of masonry wallets with openings. Moreover, the design charts have been prepared for ECC strengthened masonry wallets with openings.
引用
收藏
页码：2078 / 2087
页数：9
相关论文
共 50 条
  • [41] In-plane and out-of-plane response of a masonry infill divided into smaller wallettes
    Vintzileou, E.
    Adami, C. E.
    Palieraki, V
    BRICK AND BLOCK MASONRY: TRENDS, INNOVATIONS AND CHALLENGES, 2016, : 1367 - 1373
  • [42] OUT-OF-PLANE BENDING STRENGTH OF LIGHTWEIGHT MASONRY WALLS STRENGTHENED BY COCONUT ROPE NETTING
    Kankaset, Lawan
    Panyakapo, Phaiboon
    SURANAREE JOURNAL OF SCIENCE AND TECHNOLOGY, 2024, 31 (05):
  • [43] Failure characteristics of FRP-strengthened masonry walls under out-of-plane loads
    Hamed, E.
    Rabinovitch, O.
    ENGINEERING STRUCTURES, 2010, 32 (08) : 2134 - 2145
  • [44] Out-of-plane maximum resisting bending moment of masonry walls strengthened with FRCM composites
    D'Antino, T.
    Carozzi, F. G.
    Colombi, P.
    Poggi, C.
    COMPOSITE STRUCTURES, 2018, 202 : 881 - 896
  • [45] Empirical assessment of the out-of-plane strength of unreinforced masonry infills with openings under earthquake loading
    Di Domenico, Mariano
    Ricci, Paolo
    Verderame, Gerardo M.
    CANADIAN JOURNAL OF CIVIL ENGINEERING, 2021, 48 (09) : 1231 - 1234
  • [46] Shake table tests on the out-of-plane response of unreinforced masonry walls
    Meisl, C. S.
    Elwood, K. J.
    Ventura, C. E.
    CANADIAN JOURNAL OF CIVIL ENGINEERING, 2007, 34 (11) : 1381 - 1392
  • [47] In-plane and out-of-plane testing of unreinforced masonry walls strengthened using polymer textile reinforced mortar
    Ismail, Najif
    Ingham, Jason M.
    ENGINEERING STRUCTURES, 2016, 118 : 167 - 177
  • [48] Out-of-plane testing of masonry infills strengthened using fibre reinforced matrix with prior in-plane damage
    Ismail, Najif
    El-Maaddawy, Tamer
    Khattak, Nouman
    Walsh, Kevin Q.
    Ingham, Jason M.
    INTERNATIONAL JOURNAL OF MASONRY RESEARCH AND INNOVATION, 2020, 5 (03) : 396 - 422
  • [49] Numerical analysis of the out-of-plane response of two systems for masonry infills
    Drougkas, A.
    Adami, C-E
    Vintzileou, E.
    Palieraki, V
    BRICK AND BLOCK MASONRY: TRENDS, INNOVATIONS AND CHALLENGES, 2016, : 1179 - 1184
  • [50] Unreinforced vs. strengthened stone masonry walls: Experimental study of their out-of-plane behaviour
    Arede, Antonio
    Gomes, Ana
    Marques, Diogo
    Costa, Alexandre A.
    STRUCTURAL ANALYSIS OF HISTORICAL CONSTRUCTIONS: ANAMNESIS, DIAGNOSIS, THERAPY, CONTROLS, 2016, : 1287 - 1292
12345