Pages that link to "Item:Q2456304"
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The following pages link to Damage-plastic model for concrete failure (Q2456304):
Displaying 39 items.
- A meshfree continuous-discontinuous approach for the ductile fracture modeling in explicit dynamics analysis (Q341159) (← links)
- An integrated cohesive/overlapping crack model for the analysis of flexural cracking and crushing in RC beams (Q373265) (← links)
- Seismic cracking of concrete gravity dams by plastic-damage model using different damping mechanisms (Q393799) (← links)
- Study of the New Leon model for concrete failure (Q448461) (← links)
- Stability and size-dependency of Cauchy-Born hypothesis in three-dimensional applications (Q546688) (← links)
- Numerical modeling of crack formation in powder forming processes (Q615797) (← links)
- Damage and plasticity at the interfaces in composite materials and structures (Q658681) (← links)
- Numerical homogenization of hardened cement paste (Q944510) (← links)
- Three dimensional combined fracture-plastic material model for concrete (Q959911) (← links)
- Mesoscopic model to simulate the mechanical behavior of reinforced concrete members affected by corrosion (Q960789) (← links)
- Meso-scale approach to modelling the fracture process zone of concrete subjected to uniaxial tension (Q991653) (← links)
- Over-nonlocal gradient enhanced plastic-damage model for concrete (Q1043473) (← links)
- A general failure criterion for plain concrete (Q1087049) (← links)
- A gradient enhanced plasticity-damage microplane model for concrete (Q1622500) (← links)
- Apex control within an elasto-plastic constitutive model for confined concretes (Q1997588) (← links)
- An adaptive coupling method of state-based peridynamics theory and finite element method for modeling progressive failure process in cohesive materials (Q2020273) (← links)
- Phase-field implicit material point method with the convected particle domain interpolation for brittle-ductile failure transition in geomaterials involving finite deformation (Q2072690) (← links)
- Variational crack phase-field model for ductile fracture with elastic and plastic damage variables (Q2083184) (← links)
- Phase-field modeling of fracture in high performance concrete during low-cycle fatigue: numerical calibration and experimental validation (Q2160395) (← links)
- A 3D non-orthogonal plastic damage model for concrete (Q2175270) (← links)
- Phase field fracture in elasto-plastic solids: a length-scale insensitive model for quasi-brittle materials (Q2221717) (← links)
- Coupled phase-field and plasticity modeling of geological materials: from brittle fracture to ductile flow (Q2310191) (← links)
- Bifurcation investigations of coupled damage-plasticity models for concrete materials (Q2631586) (← links)
- Phase field fracture in elasto-plastic solids: incorporating phenomenological failure criteria for ductile materials (Q2670378) (← links)
- Damage-viscoplastic consistency model for rock fracture in heterogeneous rocks under dynamic loading (Q2854893) (← links)
- Damage-viscoplastic consistency model with a parabolic cap for rocks with brittle and ductile behavior under low-velocity impact loading (Q2854916) (← links)
- Local/global model order reduction strategy for the simulation of quasi-brittle fracture (Q2894890) (← links)
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- (Q3775141) (← links)
- Plastic model with non‐local damage applied to concrete (Q5435709) (← links)
- Plasticity model using multiple failure criteria for concrete in compression (Q5919946) (← links)
- Constitutive modeling of orthotropic nonlinear mechanical behavior of hardened 3D printed concrete (Q6058596) (← links)
- Subdifferential‐based implicit return‐mapping operators in computational plasticity (Q6065078) (← links)
- Finite element modeling of plastic hinges based on ductility demand‐capacity method using nonlinear material for dynamic analysis (Q6071395) (← links)
- Efficient probabilistic multi-fidelity calibration of a damage-plastic model for confined concrete (Q6097658) (← links)
- A computational framework for crack propagation along contact interfaces and surfaces under load (Q6171156) (← links)
- An implicit stress update algorithm for the plastic nonlocal damage model of concrete (Q6171242) (← links)
- Formulation and efficient implementation of coupled anisotropic damage-plasticity model for plain concrete (Q6576371) (← links)
- Topology optimization of finite strain elastoplastic materials using continuous adjoint method: formulation, implementation, and applications (Q6588343) (← links)