Pages that link to "Item:Q623042"
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The following pages link to A model for the evolution of concrete deterioration due to reinforcement corrosion (Q623042):
Displaying 15 items.
- A multi-fiber approach for modeling corroded reinforced concrete structures (Q388376) (← links)
- Modeling the flexural carrying capacity of corroded RC beam (Q415841) (← links)
- Prediction of the penetrated rust into the microcracks of concrete caused by reinforcement corrosion (Q554743) (← links)
- Effect of acid corrosion on crack propagation of concrete beams (Q724664) (← links)
- Automatic system for monitoring corrosion of steel in concrete (Q730989) (← links)
- Mesoscopic model to simulate the mechanical behavior of reinforced concrete members affected by corrosion (Q960789) (← links)
- Mechanistic model and numerical analysis for corrosion damage of reinforced concrete structure (Q973260) (← links)
- Model for cover cracking due to corrosion expansion and uniform stresses at infinity (Q1031627) (← links)
- Evaluation of the mechanical properties of steel reinforcement embedded in concrete specimen as a function of the degree of reinforcement corrosion (Q1039259) (← links)
- A new insight into the consistency of the SPH interpolation formula (Q2009522) (← links)
- Sulfate attack in sewer pipes: derivation of a concrete corrosion model via two-scale convergence (Q2253336) (← links)
- Numerical Analysis of a Cyclical Loaded Construction under Corrosion Degradation (Q3176894) (← links)
- Some Probabilistic Models of Reinforced Concrete Structures Deterioration (Q3510746) (← links)
- (Q4227400) (← links)
- An optimality model for rust formation and evolution (Q4624935) (← links)
