Pages that link to "Item:Q2458741"
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The following pages link to A numerical model for reinforced concrete structures (Q2458741):
Displaying 42 items.
- Failure mode transitions in RC beams: A cohesive/overlapping crack model application (Q400262) (← links)
- Boundary element analysis of reinforced concrete structural elements (Q443408) (← links)
- Computational methods for fracture in brittle and quasi-brittle solids: state-of-the-art review and future perspectives (Q469880) (← links)
- Design optimization of consolidated granular-solid polymer prismatic beam using metamorphic development (Q545021) (← links)
- Numerical study on explosion-induced fractures of reinforced concrete structure by beam-particle model (Q546540) (← links)
- Softening behavior of reinforced concrete beams under cyclic loading (Q557309) (← links)
- Numerical analysis of prestressed concrete beams using a coupled element free Galerkin/finite element approach (Q598108) (← links)
- Analysis of concrete fracture using a novel cohesive crack method (Q611713) (← links)
- A simple and robust three-dimensional cracking-particle method without enrichment (Q658862) (← links)
- A multiscale model for reinforced concrete with macroscopic variation of reinforcement slip (Q670330) (← links)
- Meshless study of dynamic failure in shells (Q695491) (← links)
- Development of ``event-to-event'' nonlinear technique to lightly reinforced concrete beams by simplified constitutive modeling (Q837466) (← links)
- Two-dimensional modeling of material failure in reinforced concrete by means of a continuum strong discontinuity approach (Q839197) (← links)
- Propagation of a cohesive crack through adherent reinforcement layers (Q853367) (← links)
- Mesoscopic model to simulate the mechanical behavior of reinforced concrete members affected by corrosion (Q960789) (← links)
- Numerical modelling of concrete beams reinforced with pre-stressed CFRP (Q1039232) (← links)
- Computational model for discrete crack growth in plain and reinforced concrete (Q1600785) (← links)
- A new model for the analysis of reinforced concrete members with a coupled HdBNM/FEM (Q1634160) (← links)
- Numerical implementation of spatial elastoplastic damage model of concrete in the framework of isogeometric analysis approach (Q1793148) (← links)
- Stress-resultant models for ultimate load design of reinforced concrete frames and multi-scale parameter estimates (Q1944887) (← links)
- Minimum reinforcement in concrete structures and material/structural instability (Q1953938) (← links)
- Static and vibrational analysis of partially composite beams using the weak-form quadrature element method (Q1955433) (← links)
- Simulation of crack growth using cohesive crack method (Q1957329) (← links)
- Application of some anisotropic damage model to the prediction of the failure of some complex industrial concrete structure (Q2385227) (← links)
- Numerical modeling of the double punch test for plain concrete (Q2428376) (← links)
- Finite-element study of the diagonal-tension failure in reinforced concrete beams (Q2439589) (← links)
- A fracture energy based constitutive model for the analysis of reinforced concrete structures under cyclic loading (Q2638093) (← links)
- Tension stiffening model with increasing damage for reinforced concrete (Q2762685) (← links)
- Fracture of thin pipes with sph shell formulation (Q2905136) (← links)
- Tests for the validation of numerical models for cracking of plain concrete (Q2954767) (← links)
- IMPACT SIMULATIONS USING SMOOTHED FINITE ELEMENT METHOD (Q2971825) (← links)
- A reliable numerical method for simulating the post-failure behaviour of concrete frame structures (Q3129663) (← links)
- Hybrid-mixed stress formulation using continuum damage models (Q3423216) (← links)
- Numerical solution of tube buildings modeled as continuum (Q3686218) (← links)
- On the numerical instability of the smeared-crack approach in the non-linear modelling of concrete structures (Q3832174) (← links)
- Computational mechanics of the steel-concrete interface (Q4331333) (← links)
- Mathematical modelling of rock bolt reinforcement (Q4562682) (← links)
- Double brittle‐to‐ductile transition in bending of fibre reinforced concrete beams with rebars (Q4667876) (← links)
- Application of a constitutive model for concrete to the analysis of a precast segmental tunnel lining (Q4667882) (← links)
- Numerical modelling for earthquake engineering: the case of lightly RC structural walls (Q4667884) (← links)
- (Q4716218) (← links)
- Performance of isotropic constitutive laws in simulating failure mechanisms in scaled RC beams (Q5130832) (← links)