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dc.contributor.authorLi, H.
dc.contributor.authorChen, Wensu
dc.contributor.authorHao, Hong
dc.date.accessioned2023-04-21T13:38:48Z
dc.date.available2023-04-21T13:38:48Z
dc.date.issued2019
dc.identifier.citationLi, H. and Chen, W. and Hao, H. 2019. Influence of drop weight geometry and interlayer on impact behavior of RC beams. International Journal of Impact Engineering. 131: pp. 222-237.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/91662
dc.identifier.doi10.1016/j.ijimpeng.2019.04.028
dc.description.abstract

© 2019 Elsevier Ltd A number of drop weight tests on reinforced concrete (RC) beams have been reported in literature. These tests conducted by different researchers used drop weight of different geometries. Some researchers also placed an interlayer between the drop weight and RC beam in the tests, while others directly dropped the weight on the beam. These different testing configurations surely affect the testing results. However, only very limited studies have been conducted to investigate their effects on the impact behavior of RC beams. In this study, the influence of drop weight geometry and interlayer on the impact behavior of RC beams is numerically investigated by using explicit finite element code LS-DYNA. The numerical models of RC beams subjected to drop weigh impact are verified by available testing data. With the calibrated model, the responses of RC beams impacted by five commonly used drop weights are analyzed and discussed. The effect of steel plate or rubber pad interlayer between drop weight and RC beam is also investigated. It is found that both the drop weight geometry and interlayer property significantly affect the impact loading profile and the failure mode of RC beams. Furthermore, although most drop-weight tests assume vertical impact, small inclination angles of drop weight impacting on beams might occur. The influence of this small testing error on testing results is also investigated.

dc.languageEnglish
dc.publisherPERGAMON-ELSEVIER SCIENCE LTD
dc.relation.sponsoredbyhttp://purl.org/au-research/grants/arc/FL180100196
dc.subjectScience & Technology
dc.subjectTechnology
dc.subjectEngineering, Mechanical
dc.subjectMechanics
dc.subjectEngineering
dc.subjectReinforced concrete beam
dc.subjectDrop weight
dc.subjectHead geometry
dc.subjectImpact interlayer
dc.subjectImpact behavior
dc.subjectREINFORCED-CONCRETE BEAMS
dc.subjectOFFSHORE WIND TURBINE
dc.subjectSHEAR RESISTANCE
dc.subjectMESHFREE METHOD
dc.subjectRESPONSES
dc.subjectMODEL
dc.titleInfluence of drop weight geometry and interlayer on impact behavior of RC beams
dc.typeJournal Article
dcterms.source.volume131
dcterms.source.startPage222
dcterms.source.endPage237
dcterms.source.issn0734-743X
dcterms.source.titleInternational Journal of Impact Engineering
dc.date.updated2023-04-21T13:38:47Z
curtin.departmentSchool of Civil and Mechanical Engineering
curtin.accessStatusOpen access
curtin.facultyFaculty of Science and Engineering
curtin.contributor.orcidChen, Wensu [0000-0001-9933-8156]
curtin.contributor.orcidHao, Hong [0000-0001-7509-8653]
curtin.contributor.researcheridHao, Hong [D-6540-2013]
dcterms.source.eissn1879-3509
curtin.contributor.scopusauthoridChen, Wensu [54880322000]
curtin.contributor.scopusauthoridHao, Hong [7101908489]
curtin.repositoryagreementV3


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