Numerical and analytical modelling of reinforced concrete subjected to large inertial impact
dc.contributor.author | Saleh, M | en_AU |
dc.contributor.author | Bortolan Neto, L | en_AU |
dc.date.accessioned | 2023-05-16T23:18:21Z | en_AU |
dc.date.available | 2023-05-16T23:18:21Z | en_AU |
dc.date.issued | 2018-12-11 | en_AU |
dc.date.statistics | 2023-05-05 | en_AU |
dc.description.abstract | Dropped Loads in Nuclear Facilities Dropped loads can undermine the structural integrity of safety critical components. Relatively high impact velocities can result in significant local damage to the target, such as yielding of materials (bending), buckling or local failure or penetration. In nuclear facilities, a response of this sort may directly or indirectly lead to a transient or sustained radiological release. | en_AU |
dc.identifier.citation | Saleh, M., & Bortolan Neto, L. (2018). Numerical and analytical modelling of reinforced concrete subjected to large inertial impact. Presentation to the Joint 10th ANSHM Workshop/5th Workshop of the Australian Chapter of the International Association of Protective Structures (IAPS-AU), University of Wollongong, NSW, 10-12 December 2018. | en_AU |
dc.identifier.conferenceenddate | 12 December 2018 | en_AU |
dc.identifier.conferencename | Joint 10th ANSHM Workshop/5th Workshop of the Australian Chapter of the International Association of Protective Structures (IAPS-AU) | en_AU |
dc.identifier.conferenceplace | Wollongong, NSW | en_AU |
dc.identifier.conferencestartdate | 10 December 2018 | en_AU |
dc.identifier.uri | https://apo.ansto.gov.au/handle/10238/15038 | en_AU |
dc.language.iso | en | en_AU |
dc.publisher | Australian Nuclear Science and Technology Organisation | en_AU |
dc.subject | Nuclear facilities | en_AU |
dc.subject | Radiation protection | en_AU |
dc.subject | Containment | en_AU |
dc.subject | Reinforced concrete | en_AU |
dc.subject | Numerical analysis | en_AU |
dc.subject | Impact shock | en_AU |
dc.subject | Impact tests | en_AU |
dc.title | Numerical and analytical modelling of reinforced concrete subjected to large inertial impact | en_AU |
dc.type | Conference Presentation | en_AU |
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