A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Buckling of centrally located reinforced concrete columns
Theory developed is based on Engesser-Shanley formula for plastic buckling and on general and simplified form of Rengers' stress-strain formulas for concrete; simplicity of these formulas allows taking into full account quality and deformation properties of concrete, as well as heaviness, rigidity and quality of reinforcement; good agreement with results of buckling tests noted.
Buckling of centrally located reinforced concrete columns
Theory developed is based on Engesser-Shanley formula for plastic buckling and on general and simplified form of Rengers' stress-strain formulas for concrete; simplicity of these formulas allows taking into full account quality and deformation properties of concrete, as well as heaviness, rigidity and quality of reinforcement; good agreement with results of buckling tests noted.
Buckling of centrally located reinforced concrete columns
Knik van centrisch belaste gewapend betonkolomen
van Schravendijk, J.F. (author)
Ingenieur ; 68
1956
Article (Journal)
Dutch
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