Numerical simulation research on the influence of interlocking depth and block number on the compressive performance of interlocking block masonry

被引:0
|
作者
Jia L. [1 ]
Zhang D. [2 ]
机构
[1] Shaanxi Railway Institute, Weinan
[2] Jinchuan Nickel & Cobalt Research and Engineering Institute Co., Ltd, Jinchang
关键词
compressive performance; interlocking block masonry; interlocking depth; number of blocks; numerical simulation;
D O I
10.2478/amns-2024-1499
中图分类号
学科分类号
摘要
To explore the influence of interlocking depth and block number on the compressive performance of interlocking block masonry, seven kinds of interlocking depth and three kinds of block number are selected, and ABAQUS software is used to carry out numerical simulation analysis. The results show that when the interlocking depth is 10 mm, the compressive performance of masonry is better. With the increase in the number of blocks, the compressive strength of masonry decreases gradually. Based on the numerical simulation results, a recommended formula for the average compressive strength of interlocking block masonry is proposed. © 2024 Liang Jia and Duo Zhang.
引用
收藏
相关论文
共 50 条
  • [31] Influence of Loading Direction on Compressive Strength of Concrete Block Masonry
    Rafi, Muhammad Masood
    Khan, Sher
    PRACTICE PERIODICAL ON STRUCTURAL DESIGN AND CONSTRUCTION, 2024, 29 (04)
  • [32] INFLUENCE OF BLOCK ORIENTATION ON THE COMPRESSIVE STRENGTH OF CONCRETE MASONRY PRISMS
    ORR, DMF
    BRICK AND BLOCK MASONRY, VOLS 1-3, 1988, : 253 - 260
  • [33] Experimental study on the in-plane seismic performance of fully grouted interlocking block walls
    Xin, Ren
    Jia, Fengxu
    Hamid, M. A. R.
    Ma, Rongbing
    Lu, Zhipeng
    JOURNAL OF BUILDING ENGINEERING, 2024, 97
  • [34] Numerical study of the seismic performance of interlocking mortarless masonry walls using the nonlinear static method
    Moradi, Nima
    Yazdani, Mahdi
    Hashemi, Seyed Jafar
    STRUCTURAL ENGINEERING AND MECHANICS, 2025, 93 (02) : 147 - 164
  • [35] Numerical Modeling and Optimization of the Geometric Properties Influencing the Deflection Behavior of Interlocking Concrete Block Pavement
    Raveendran Thulasibai, Arjun Siva Rathan
    Velayudhan, Sunitha
    JOURNAL OF TRANSPORTATION ENGINEERING PART B-PAVEMENTS, 2022, 148 (03)
  • [36] Research on the compressive behaviors of grouted N-type block masonry
    Wan, Zhi
    Huang, Liang
    Liu, Yan
    Xu, Zi-Peng
    Gao, Xiang
    Chen, Sheng-Yun
    Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences, 2011, 38 (04): : 20 - 24
  • [37] Experimental Research on Biaxial Compressive Strength of Grouted Concrete Block Masonry
    Liu, Lipeng
    Wang, Zonglin
    Zhai, Changhai
    Zhai, Ximei
    ADVANCES IN STRUCTURAL ENGINEERING, 2009, 12 (04) : 451 - 461
  • [38] Evaluation of interlocking block pavement performance under varying construction conditions by model chamber tests
    Kim, Inhyun
    Chung, Choong-Ki
    Ryu, Jung-Hyun
    CASE STUDIES IN CONSTRUCTION MATERIALS, 2025, 22
  • [39] Assessment of mechanical properties of fibrous mortar and interlocking soil stabilised block (ISSB) for low-cost masonry housing
    Qamar, F.
    Thomas, T.
    Ali, M.
    MATERIALES DE CONSTRUCCION, 2019, 69 (336)
  • [40] Evaluation of lateral strength capacity of cored interlocking block masonry piers under variable pre-compression loads
    Yousaf, Syed Mehran
    Gul, Akhtar
    Shahzada, Khan
    Khan, Sajjad Wali
    STRUCTURES, 2024, 70