scholarly journals An embedded cohesive crack model for finite element analysis of quasi-brittle materials

2013 ◽  
Vol 109 ◽  
pp. 369-386 ◽  
Author(s):  
J.C. Gálvez ◽  
J. Planas ◽  
J.M. Sancho ◽  
E. Reyes ◽  
D.A. Cendón ◽  
...  
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Brittle Materials ◽  
Cohesive Crack ◽  
Crack Model ◽  
Cohesive Crack Model ◽  
Element Analysis

scholarly journals An embedded cohesive crack model for finite element analysis of brickwork masonry fracture

2009 ◽  
Vol 76 (12) ◽  
pp. 1930-1944 ◽  
Author(s):  
E. Reyes ◽  
J.C. Gálvez ◽  
M.J. Casati ◽  
D.A. Cendón ◽  
J.M. Sancho ◽  
...  
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Cohesive Crack ◽  
Crack Model ◽  
Cohesive Crack Model ◽  
Element Analysis

scholarly journals Evaluation of the Crack Model of V Type Longitudinal Ribs on Orthotropic Deck Using Finite Element Analysis

2021 ◽  
pp. 72-89
Author(s):  
فاتح علم دار
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Cross Sections ◽  
Fatigue Cracks ◽  
Element Model ◽  
Crack Model ◽  
Element Analysis ◽  
Cross Sectional ◽  
Longitudinal Ribs ◽  
Long Span

The long span orthotropic bridge decks applied around the world are used with open or closed cross-sectional longitudinal ribs placed below the steel deck to increase the strength of the deck. Fatigue cracks are developed in the longitudinal ribs due to traffic loadings. In this study, v type of longitudinal rib cross-sections are modelled and the stresses for the rib are evaluated under tire load loading using finite element analysis. Longitudinal ribs are used for long span steel bridges. The aim of this study is to compare the fatigue crack path of the longitudinal rib on a real bridge with the stress pattern in the finite element model.

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