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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).
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页码:51 / 62
页数:12
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