Publication:
Non-linear Dynamic Response of Slab with Different Boundary Conditions Subjected to Contact Explosion

Simple item page
dc.citedby3
dc.contributor.authorAnas S.M.en_US
dc.contributor.authorAl-Dala?ien R.N.en_US
dc.contributor.authorTahzeeb R.en_US
dc.contributor.authorAlam M.en_US
dc.contributor.authorid57219929545en_US
dc.contributor.authorid57219563631en_US
dc.contributor.authorid57567518100en_US
dc.contributor.authorid57213805388en_US
dc.date.accessioned2025-03-03T07:48:01Z
dc.date.available2025-03-03T07:48:01Z
dc.date.issued2024
dc.description.abstractContact blast is being considered comparatively easier to dismantle slabs. Fanatics and radicalized elements also use contact blast devices to create panic in society. It is obvious that the anti-blast resistance of the slab would depend upon its materials, geometry, and boundary conditions. In addition to cracking, typically, the slabs under contact blast suffer from local damage in the form of concrete crater, scabbing, perforation and rupture of the reinforcement (r/f). Anti-explosion response of reinforced concrete (RC) slabs supported on two opposite edges and all four edges has been extensively investigated through experimental and computational studies. This information is readily available in the literature. However, there is a lack of research on the anti-contact-explosion response of slabs supported on three edges. In order to accomplish this goal, a computational analysis is carried out utilizing the Abaqus software. The study extends with a validated model of a square slab by supporting it on three edges or all four edges and is subjected to a concentric contact explosion. The process of explosion is described by taking into account the specific structure of the software. The results suggest that the boundary conditions (BCs) of the slab play a crucial role in determining the damage pattern and its extent when exposed to a contact explosion. ? The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd. 2024.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.1007/978-981-97-1514-5_24
dc.identifier.epage249
dc.identifier.scopus2-s2.0-85189495766
dc.identifier.spage237
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85189495766&doi=10.1007%2f978-981-97-1514-5_24&partnerID=40&md5=948ac05615b49b396763c1bf27ff6586
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/37151
dc.identifier.volume474 LNCE
dc.pagecount12
dc.publisherSpringer Science and Business Media Deutschland GmbHen_US
dc.sourceScopus
dc.sourcetitleLecture Notes in Civil Engineering
dc.subjectABAQUS
dc.subjectBlast resistance
dc.subjectBoundary conditions
dc.subjectExplosions
dc.subjectReinforced concrete
dc.subjectCEL-FEM
dc.subjectContact blast
dc.subjectContact explosion
dc.subjectDamage
dc.subjectDifferent boundary condition
dc.subjectLocal damage
dc.subjectMaterial boundaries
dc.subjectMaterial geometry
dc.subjectNon-linear dynamics
dc.subjectSlab
dc.subjectFinite element method
dc.titleNon-linear Dynamic Response of Slab with Different Boundary Conditions Subjected to Contact Explosionen_US
dc.typeConference paperen_US
dspace.entity.typePublication
Files
Collections
SCOPUS