A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Analysis of concrete cylindrical halls under hydrostatic pressure
Concrete constitutive relations which can simulate the overall material behavior up to and including its ultimate state under general triaxial loading conditions have been developed. The proposed constitutive relations include: (1) plasticity theory considering the effects of hydrostatic pressure; (2) a dual representation for the fracture condition of concrete in terms of stresses or strains; and (3) mechanical response of the fractured concrete element. Corresponding to the constitutive model, a finite element analysis technique has also been developed. This paper describes the application of the finite element method to the solution of plain concrete cylindrical hulls under external pressure. A comparison is also made between the finite element results and available test data. The results indicate that use of a dual representation in determining the fracture of concrete is essential in arriving at a good agreement between the analysis and experiment. It is found that the concrete hull implodes as soon as the material failure is initiated.
Analysis of concrete cylindrical halls under hydrostatic pressure
Concrete constitutive relations which can simulate the overall material behavior up to and including its ultimate state under general triaxial loading conditions have been developed. The proposed constitutive relations include: (1) plasticity theory considering the effects of hydrostatic pressure; (2) a dual representation for the fracture condition of concrete in terms of stresses or strains; and (3) mechanical response of the fractured concrete element. Corresponding to the constitutive model, a finite element analysis technique has also been developed. This paper describes the application of the finite element method to the solution of plain concrete cylindrical hulls under external pressure. A comparison is also made between the finite element results and available test data. The results indicate that use of a dual representation in determining the fracture of concrete is essential in arriving at a good agreement between the analysis and experiment. It is found that the concrete hull implodes as soon as the material failure is initiated.
Analysis of concrete cylindrical halls under hydrostatic pressure
Analyse zylindrischer Betonhallen, die einem hydrostatischen Druck ausgesetzt sind
Chan, T. (author) / Chen, W. (author) / Suzuki, H. (author)
ASME-Papers ; 1-13
1977
13 Seiten, 12 Bilder, 3 Tabellen, 14 Quellen
Conference paper
English
| Engineering Index Backfile | 1950
| Engineering Index Backfile | 1965
Two monumental reinforced-concrete halls
| Engineering Index Backfile | 1910
Buckling and postbuckling analysis of thick composite cylindrical shells under hydrostatic pressure
| British Library Online Contents | 1993
Behavior of Reinforced Concrete Cylindrical Shells Subjected to External Hydrostatic Water Pressure
| British Library Online Contents | 2016