Progressive damage modeling in fiber-reinforced materials
By I. Lapczyk, J. Hurtado. 2007
1,063 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/491768cdfe33b8f7057878b96c9f4b4ef6398a14
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
- F. P. van der Meer
- Pedro P. Camanho
- Lambertus J. Sluys
- A. Obst
- A. Fink
- Soraia Pimenta
- C. Dávila
- L. F. Sirumbal-Zapata
In Mechanics of Materials
- F. P. van der Meer
- Lambertus J. Sluys
- Pedro P. Camanho
- C. Dávila
- A. Obst
- A. Fink
- Soraia Pimenta
- C. Rose
Citations in the corpus
- A phantom node formulation with mixed mode cohesive law for splitting in laminates (2009, methodology): “For this purpose, several continuum damage models have been developed (e.g., Lapczyk and Hurtado 2007; Laurin et al. 2007; Maimi et al. 2007; Matzenmiller et al. 1995; Pinho et al. 2006).”
- A combined elastoplastic damage model for progressive failure analysis of composite materials and structures (2012, methodology): “[1–6]).”
- A procedure for superposing linear cohesive laws to represent multiple damage mechanisms in the fracture of composites (2009, background): “In damage models such as the cohesive elements in AbaqusandtheAbaqusProgressiveDamageModelfor Composites ( Lapczyk and Hurtado 2007 ), objectivity of the solution is achieved by representing a material’s softeningresponsewithalinearsofteninglawwitharea equal to the critical energy release rate of th”
- Continuum Models for the Analysis of Progressive Failure in Composite Laminates (2009, methodology): “[10] and Lapczyk and Hurtado [11] already proposed to use artificial viscosity, but only to improve stability of the simulation.”
- A three-dimensional plasticity-damage constitutive model for timber under cyclic loads (2018, methodology): “This matrix 535 is employed in the calculation of the global structural tangent sti↵ness matrix, which ensures the robustness of the Newton-Raphson method by maintaining its quadratic convergence rate [35].”