Performance of composite and tubular columns under close-in blast loading: A comparative numerical study

被引:0
|
作者
Tahzeeb, Rafat [1 ]
Alam, Mehtab [2 ]
Muddassir, S. M. [1 ]
机构
[1] Jamia Millia Islamia, Fac Engn & Technol, Dept Civil Engn, New Delhi 110025, India
[2] Netaji Subhas Univ Technol West Campus, Dept Civil Engn, New Delhi 110073, India
关键词
Composite columns; CFST (Concrete filled tubular column); CFDST (Concrete filled double skin tubular column); CFRP (Carbon fiber reinforced polymer); DDE (Damage dissipation energy); Damage; CDP model; CFDST COLUMNS; PRESSURE;
D O I
10.1016/j.matpr.2022.04.587
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In the present scenario, rapid industrialization and political conflicts across the globe result rise in mali-cious terrorist activities in the form of blasts and explosions targeting specific civil engineering struc-tures. Damage caused by such blast loading may be of serious consequences in terms of huge material loss and fatalities. Therefore, investigations on construction and strengthening technique to improve the blast resistance of the critical components of the structure are of considerable interest. In the present study, an experimentally tested square RC column with seismic lateral reinforcement carrying axial load subjected to an explosive charge of 100 kg ANFO (82 kg-TNT equivalent) at a scaled distance of 1.00 m/ kg(1/3) with 10 mm mesh size using ABAQUS/CAE software equipped with concrete damage plasticity model is considered for validation. To have the superior performance of the RC column, efforts have been made by considering eight equivalent RC columns including composite, CFST, CFST with in-plane cross reinforcement, and CFDST to the experimentally tested one under close-in blast are analyzed. The numer-ical models have been developed by considering equivalent peak pressure of 8.71 MPa under the close-in blast. Parameters such as maximum transverse displacement, stresses, crack depth, and damage to the columns are studied and compared. It has been found that the CFST column with in-plane cross reinforce-ment and the composite column with seismic reinforcement give superior blast performance under the close-in blast loading. The two superior columns are strengthened with C-FRP wrapping over the mid -height region and analyzed under the same loading. Improved performance of the columns is discussed and compared and the column giving the best performance is identified. Copyright (C) 2022 Elsevier Ltd. All rights reserved. Selection and peer-review under responsibility of scientific committee of the International Conference on Advanced Materials and Mechanical Characterization (ICAMMC 2021).
引用
收藏
页码:51 / 62
页数:12
相关论文
共 50 条
  • [1] Experimental and numerical study on the behaviour of CFDST columns subjected to close-in blast loading
    Li, Minghong
    Zong, Zhouhong
    Hao, Hong
    Zhang, Xihong
    Lin, Jin
    Xie, Guanyu
    [J]. ENGINEERING STRUCTURES, 2019, 185 : 203 - 220
  • [2] Experimental and numerical study of a RC member under a close-in blast loading
    Codina, Ramon
    Ambrosini, Daniel
    de Borbon, Fernanda
    [J]. ENGINEERING STRUCTURES, 2016, 127 : 145 - 158
  • [3] Numerical study on damage mechanism of RC beams under close-in blast loading
    Yan, Bo
    Liu, Fei
    Song, DianYi
    Jiang, ZhiGang
    [J]. ENGINEERING FAILURE ANALYSIS, 2015, 51 : 9 - 19
  • [4] Experimental investigation into the close-in blast performance of RC columns with axial loading
    Shi, Yanchao
    Hu, Ye
    Chen, Li
    Li, Zhong-Xian
    Xiang, Hengbo
    [J]. ENGINEERING STRUCTURES, 2022, 268
  • [5] Experimental and numerical analysis of CFRP strengthened RC columns subjected to close-in blast loading
    Yan, Junbo
    Liu, Yan
    Xu, Zixi
    Li, Zhen
    Huang, Fenglei
    [J]. INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2020, 146
  • [6] Performance Assessment of Reinforced Concrete Frame under Close-In Blast Loading
    Abebe, Solomon
    Mohammed, Tesfaye Alemu
    [J]. ADVANCES IN CIVIL ENGINEERING, 2022, 2022
  • [7] Experimental and numerical study of rubber concrete slabs with steel reinforcement under close-in blast loading
    Yang, Fei
    Feng, Wanhui
    Liu, Feng
    Jing, Lin
    Yuan, Bing
    Chen, De
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2019, 198 : 423 - 436
  • [8] A review on close-in blast performance of RC bridge columns
    Yuan, Sujing
    Li, Yazhu
    Zong, Zhouhong
    Li, Minghong
    Xia, Yajun
    [J]. JOURNAL OF TRAFFIC AND TRANSPORTATION ENGINEERING-ENGLISH EDITION, 2023, 10 (04) : 675 - 696
  • [9] A review on close-in blast performance of RC bridge columns
    Sujing Yuan
    Yazhu Li
    Zhouhong Zong
    Minghong Li
    Yajun Xia
    [J]. Journal of Traffic and Transportation Engineering(English Edition), 2023, (04) : 675 - 696
  • [10] Improved SDOF and numerical approach to study the dynamic response of reinforced concrete columns subjected to close-in blast loading
    Liu, Yan
    Yan, Junbo
    Li, Zhen
    Huang, Fenglei
    [J]. STRUCTURES, 2019, 22 : 341 - 365