Publication:
Failure Modes Behavior of Different Strengthening Types of RC Slabs Subjected to Low-Velocity Impact Loading: A Review

Simple item page
dc.citedby20
dc.contributor.authorAl-Dala�ien R.N.en_US
dc.contributor.authorSyamsir A.en_US
dc.contributor.authorAbu Bakar M.S.en_US
dc.contributor.authorUsman F.en_US
dc.contributor.authorAbdullah M.J.en_US
dc.contributor.authorid57219563631en_US
dc.contributor.authorid57195320482en_US
dc.contributor.authorid57202962691en_US
dc.contributor.authorid55812540000en_US
dc.contributor.authorid57693951500en_US
dc.date.accessioned2024-10-14T03:18:09Z
dc.date.available2024-10-14T03:18:09Z
dc.date.issued2023
dc.description.abstractConcrete is brittleen_US
dc.description.abstracthence, it is incredibly likely that concrete buildings may fail in both local and global ways under dynamic and impulsive stresses. An extensive review investigation was carried out to examine reinforced concrete (RC) slab behavior under low-velocity impact loading. Significant past research studies that dealt with experimental and numerical simulations and analytical modeling of the RC slabs under impact loading have been presented in this work. As a result, numerous attempts to define failure behavior and to assess concrete structures� vulnerability to lateral impact loads have been made in the literature. Based on analytical, numerical, and experimental studies carried out in previous research, this article thoroughly reviewed the current state of the art regarding the responses and failure behaviors of various types of concrete structures and members subjected to low-velocity impact loading. The effects of different structural and load-related factors were examined regarding the impact strength and failure behavior of reinforced concrete slabs reinforced with various types of strengthening procedures and exposed to low-velocity impact loads. The reviews suggested that advanced composite materials, shear reinforcement, and hybrid techniques are promising for effectively strengthening concrete structures. � 2023 by the authors.en_US
dc.description.natureFinalen_US
dc.identifier.ArtNo246
dc.identifier.doi10.3390/jcs7060246
dc.identifier.issue6
dc.identifier.scopus2-s2.0-85163505889
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85163505889&doi=10.3390%2fjcs7060246&partnerID=40&md5=81626e72aaa73b110499ae96dbb56be9
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/34149
dc.identifier.volume7
dc.publisherMDPIen_US
dc.relation.ispartofAll Open Access
dc.relation.ispartofGold Open Access
dc.sourceScopus
dc.sourcetitleJournal of Composites Science
dc.subjectfailure modes
dc.subjecthigh-performance concrete
dc.subjectimpact behavior
dc.subjectreinforced concrete
dc.subjectslabs
dc.titleFailure Modes Behavior of Different Strengthening Types of RC Slabs Subjected to Low-Velocity Impact Loading: A Reviewen_US
dc.typeArticleen_US
dspace.entity.typePublication
Files
Collections
SCOPUS