On the numerical instability of the smeared-crack approach in the non-linear modelling of concrete structures
- 1 November 1988
- journal article
- research article
- Published by Wiley in Communications in Applied Numerical Methods
- Vol. 4 (6) , 799-806
- https://doi.org/10.1002/cnm.1630040614
Abstract
No abstract availableKeywords
This publication has 9 references indexed in Scilit:
- Analysis of Mixed‐Mode Fracture in ConcreteJournal of Engineering Mechanics, 1987
- Fracture Processes of Concrete for NLFEA MethodsJournal of Structural Engineering, 1986
- Snap‐through and snap‐back response in concrete structures and the dangers of under‐integrationInternational Journal for Numerical Methods in Engineering, 1986
- Non‐linear finite element modelling of concrete structures: basic analysis, phenomenological insight, and design implicationsEngineering Computations, 1986
- Non‐orthogonal cracks in a smeared finite element modelEngineering Computations, 1985
- Equivalence between mixed models and displacement models sing reduced integrationInternational Journal for Numerical Methods in Engineering, 1985
- LOCAL INSTABILITIES IN THE NON-LINEAR ANALYSIS OF REINFORCED CONCRETE BEAMS AND SLABS.Proceedings of the Institution of Civil Engineers, 1982
- Reduced integration technique in general analysis of plates and shellsInternational Journal for Numerical Methods in Engineering, 1971
- Economical computer techniques for numerically integrated finite elementsInternational Journal for Numerical Methods in Engineering, 1969