Failure of plain concrete beam at impact load: 3D finite element analysis

DOI10.1007/S10704-009-9400-1zbMath1273.74522OpenAlexW2106902276MaRDI QIDQ373348

V. Travaš, Joško Ožbolt, Ivica Kožar

Publication date: 22 October 2013

Published in: International Journal of Fracture (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s10704-009-9400-1

zbMATH Keywords

fracturefinite elementsmicroplane modelrate sensitivitycontact-impact problemplain concrete beam

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Anelastic fracture and damage (74R20) Finite element methods applied to problems in solid mechanics (74S05) Impact in solid mechanics (74M20)

Related Items (2)

Dynamic fracture of concrete - compact tension specimen ⋮ Modeling fracture of fiber-reinforced polymer

Uses Software

• FEAPpv

Cites Work

• Crack propagation in an elastic solid subjected to general loading. I: Constant rate of extension. II: Non-uniform rate of extension
• Lagrange constraints for transient finite element surface contact
• Microplane model for concrete with relaxed kinematic constraint
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