Synthesis of punching failure in reinforced concrete

Cement and Concrete Composites

Volumn 24, Issue 6, 2002, Pages 497-507

  Menetrey Ph ^a  

^a Emch + Berger AG Bern   (Switzerland)

Author keywords

Analytical model; Databank; Experimental results; Numerical simulation; Punching failure; Reinforced concrete; Shear reinforcement

Indexed keywords

BENDING STRENGTH; COMPUTER SIMULATION; DATABASE SYSTEMS; FAILURE (MECHANICAL); FAILURE ANALYSIS; MATHEMATICAL MODELS; PUNCHING; TENSILE STRENGTH; TENSILE STRESS;

PUNCHING FAILURES;

REINFORCED CONCRETE;

EID: 0036885495     PISSN: 09589465     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0958-9465(01)00066-X     Document Type: Article

References (29)

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5. Shearhead reinforcement for slabs
6. CEB-FIP model code
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11. Punching of concrete slabs without shear reinforcement
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13. Relationship between flexural and punching failure
14. Punching in slabs with shear reinforcements: A tensile failure
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16. Simulation of punching failure in reinforced-concrete structures
17. A triaxial failure criterion for concrete and its generalization
18. Three-dimensional numerical analysis of punching failure
19. RILEM draft recommendations. Size-effect method for determining fracture energy and process zone size of concrete
20. The dependence of punching resistance upon the geometry of the failure surface
21. Reinforced concrete walls and column footings, parts 1 and 2
22. Concrete flat plates with well-anchored shear reinforcement elements