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dc.contributor.authorPrakash, Amar
dc.contributor.authorSrinivasan, S. M.
dc.contributor.authorRama Mohan Rao, A.
dc.date.accessioned2017-11-25T07:16:13Z
dc.date.available2017-11-25T07:16:13Z
dc.date.copyright2017/9/2
dc.date.issued2017
dc.identifier.issn0094-4289
dc.identifier.othermats_139_02_021019.pdf
dc.identifier.urihttp://138.201.223.254:8080/yetl1/handle/yetl/4233892
dc.description.abstractApplication of steel fiber reinforced cementitious composites (SFRCC) in the construction of protective structures against extreme loading conditions, such as high-velocity impact and blasts, is an active area of research. It is a challenging task to capture the material behavior under such harsh conditions where strain rate of loading exceeds beyond 104 s−1. In this paper, an effort is made to simulate numerically the multihits of short projectiles on SFRCC panels. A total of 90 numbers of SFRCC panels consist of various core layer materials, thicknesses, fiber volumes, and angle of obliquity, are tested under high-velocity impacts of short projectiles. In numerical simulations, the boundary conditions and impact loading sequence are maintained, similar to that used during impact tests. In order to carry out a realistic numerical simulation, in-service munitions and ammunitions are used. The numerical response is found to corroborate with experimental results. It is observed that, if two consecutive hits are made within a distance of ten times the diameter of the projectile, then it is considered a case of multihit, else, it is considered as single hit case. The damage contours based on effective plastic strain are found to correlate with impact-tested SFRCC panels.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.titleResponse of Steel Fiber Reinforced Cementitious Composite Panels Subjected to Extreme Loading Conditions
dc.typeJournal Paper
dc.journal.volume139
dc.journal.issue2
dc.journal.titleJournal of Engineering Materials and Technology
dc.identifier.doi10.1115/1.4035705
dc.journal.fristpage21019
dc.journal.lastpage021019-7
dc.treeJournal of Engineering Materials and Technology:;2017:;volume( 139 ):;issue: 002
dc.contenttypeFulltext


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