Probabilistic study of premature shear failure of slender reinforced concrete one-way slabs subjected to blast loading

Blast-loaded reinforced concrete (RC) slabs should fail under a ductile bending mechanism enabling high energy absorption capacity. Hence, brittle shear failure must be avoided. However, due to the uncertainties related to the materials, geometry, and resistance models, it may be difficult to predic...

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Veröffentlicht in:	Frontiers of Structural and Civil Engineering Jg. 19; H. 8; S. 1334 - 1354
Hauptverfasser:	LOZANO, Fabio, JOHANSSON, Morgan, LEPPÄNEN, Joosef, PLOS, Mario
Format:	Journal Article
Sprache:	Englisch
Veröffentlicht:	Beijing Higher Education Press 01.08.2025 Springer Nature B.V
Schlagworte:	Bending Blast blast loading Blast loads Building codes Cities Civil Engineering Concrete slabs Concrete structures Confidence intervals Countries Ductile-brittle transition Energy absorption Engineering Failure mechanisms Failure modes model uncertainty Monte Carlo method Monte Carlo simulation premature shear failure Regions Reinforced concrete reinforced concrete slabs Research Article Shear Statistical analysis Uncertainty model uncertainty Monte Carlo method premature shear failure reinforced concrete slabs blast loading
ISSN:	2095-2430, 2095-2449, 2095-2449
Online-Zugang:	Volltext
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