Failure mode and response of a typical RC straight and skew highway girder bridge under the blast, wrapped with and without a non-Explosive Reactive armour using FEM-SPH coupling-Reference-Cited by-同舟云学术

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Failure mode and response of a typical RC straight and skew highway girder bridge under the blast, wrapped with and without a non-Explosive Reactive armour using FEM-SPH coupling

Published:2024-07 Issue: Volume:161 Page:108330
ISSN:1350-6307
Container-title:Engineering Failure Analysis
language:en
Short-container-title:Engineering Failure Analysis

Author:

Saha Shuvra^ORCID,karmakar Somnath^ORCID

Publisher

Elsevier BV

Reference59 articles.

1. Experimental and numerical investigations on damage assessment of high-density polyethylene pipe subjected to blast loads;Wu;Eng. Fail. Anal.,2022

2. Response of a T-beam reinforced concrete two-lane bridge under blast loading;Karmakar;Int. J. Earth Sci. Eng.,2012

3. Study of blast wave impact on concrete;John,2005

4. Blast effects on buildings;Mays;Thomas Telford-121,1995

5. Conclusions from experimental testing of blast resistance of FRC and RC bridge decks;Foglar;Int. J. Impact Eng.,2013

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Damage identification of masonry arch bridge under blast loading using smoothed particle hydrodynamics (SPH) method;STRUCT ENG MECH;2024

2. Dynamic Response and Failure Mode of a Typical Rc Vehicle Over Pass Bridge Wrapped with a Non-Explosive Reactive Armour Using Fem-Sph Coupled Method Under Contact Blast;2024

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