Pages that link to "Item:Q611713"

The following pages link to Analysis of concrete fracture using a novel cohesive crack method (Q611713):

Displaying 16 items.

• The elastoplastic analysis of a tunnel using the EFG method: a comparison of the EFGM with FEM and FDM (Q470750) (← links)
• Analysis of crack propagation in concrete structures with structural information entropy (Q617206) (← links)
• Using co-rotational method for cracked frame analysis (Q725111) (← links)
• Analysis of cracking in reinforced concrete using accelerated tests (Q883429) (← links)
• Localised failure mechanism as the basis for constitutive modelling of geomaterials (Q1625341) (← links)
• Quantification of cohesive fracture parameters based on the coupling of Bayesian updating and the boundary element method (Q1655209) (← links)
• High regularity partition of unity for structural physically non-linear analysis (Q1655973) (← links)
• Stable cracking particles method based on stabilized nodal integration and updated Lagrangian kernel (Q1718854) (← links)
• Simulation of crack growth using cohesive crack method (Q1957329) (← links)
• An efficient automatic adaptive algorithm for cohesive crack propagation modeling of concrete structures using matrix-free unstructured Galerkin finite volume method (Q2047579) (← links)
• Convergence of fracture process zone size in cohesive zone modeling (Q2282692) (← links)
• A new approach for physically nonlinear analysis of continuum damage mechanics problems using the generalized/extended finite element method with global-local enrichment (Q2301629) (← links)
• Investigation of the detection and estimation of cracks in concrete bridges (Q3030699) (← links)
• Crack Propagation in Concrete Using Meshless Method (Q3117431) (← links)
• Discrete <i>vs</i> smeared crack models for concrete fracture: bridging the gap (Q4667867) (← links)
• Considerations on the identifiability of fracture and bond properties of reinforced concrete (Q6082560) (← links)