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A computational model for progressive cracking in large dams due to the swelling of concrete

  • Published:1990-01 Issue:1-3 Volume:35 Page:573-585
  • ISSN:0013-7944
  • Container-title:Engineering Fracture Mechanics
  • language:en
  • Short-container-title:Engineering Fracture Mechanics

Author:

Cervera M.,Oliver J.,Herrero E.,Oñate E.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference6 articles.

1. Finite element analysis of the nonlinear response of concrete dams subjected to internal loads;Oñate,1985

2. Nonlinear analysis of reinforced concrete structures using three-dimensional and shell finite element models;Cervera,1986

3. Nonlinear analysis of reinforced concrete plate and shell structures using 20-noded isoparametric brick elements;Cervera;Comput. Struct.,1987

4. Nonlinear wave propagation in plastic fracturing materials—constitutive modelling and finite element analysis;Nilsson,1982

5. Fracture mechanics of reinforced concrete;Bazant;J. Engng Mech. Div. ASCE,,1980

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1. Effects of Intrinsic Properties on Fracture Nucleation and Propagation in Swelling Hydrogels;Polymers;2019-05-27

2. Seismic Damage Analysis of Aged Concrete Gravity Dams;International Journal for Computational Methods in Engineering Science and Mechanics;2013-08

3. Implicit Numerical Integration of Nonsmooth Multisurface Yield Criteria in the Principal Stress Space;Archives of Computational Methods in Engineering;2013-07-05

4. Simulation of crack growth using cohesive crack method;Applied Mathematical Modelling;2010-09

5. Structural Analysis with the Finite Element Method;Lecture Notes on Numerical Methods in Engineering and Sciences;2009
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