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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

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. IoT based crack detection and protection for dams;2017 International Conference on Computing Methodologies and Communication (ICCMC);2017-07

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

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

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