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dc.contributor.authorOkuda, Yukihiko;Nishida, Akemi;Kang, Zuoyi;Tsubota, Haruji;Li, Yinsheng
dc.date.accessioned2022-12-27T23:19:34Z
dc.date.available2022-12-27T23:19:34Z
dc.date.copyright6/15/2022 12:00:00 AM
dc.date.issued2022
dc.identifier.issn2332-8983
dc.identifier.otherners_009_02_021801.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4288384
dc.description.abstractMost empirical formulas used to evaluate local damage to reinforced concrete (RC) structures have been based on impact tests conducted with a rigid projectile at an impact angle normal to the target structure. Only a few impact tests have been performed involving a soft projectile. Therefore, in this study, we conducted a series of impact tests to evaluate the local damage to RC panels subjected to normal and oblique impacts by rigid and soft projectiles. This paper presents the test conditions, test equipment, test results, and obtained knowledge on local damage to RC panels subjected to normal and oblique impacts.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.titleExperimental Study on Local Damage to Reinforced Concrete Panels Subjected to Oblique Impact by Projectiles
dc.typeJournal Paper
dc.journal.volume9
dc.journal.issue2
dc.journal.titleJournal of Nuclear Engineering and Radiation Science
dc.identifier.doi10.1115/1.4054040
dc.journal.fristpage21801
dc.journal.lastpage21801_12
dc.page12
dc.treeJournal of Nuclear Engineering and Radiation Science:;2022:;volume( 009 ):;issue: 002
dc.contenttypeFulltext


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