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Time-Dependent Behavior of Reinforced Concrete Structures
A mathematical model is developed for the study of time-dependent behavior of reinforced concrete frame structures. The model is formulated to account for creep, cracking, and drying shrinkage in the concrete. The output from the model includes forces, stresses, strains, and displacements in the structure. The model is formulated on the basis of idealizations in time and geometry. The idealization of incrementing the time is an expedient for integration of the hereditary strain-stress law for concrete. A linear law in function form provides an accurate description of concrete strain-stress behavior within design stress ranges. (Author)
Time-Dependent Behavior of Reinforced Concrete Structures
A mathematical model is developed for the study of time-dependent behavior of reinforced concrete frame structures. The model is formulated to account for creep, cracking, and drying shrinkage in the concrete. The output from the model includes forces, stresses, strains, and displacements in the structure. The model is formulated on the basis of idealizations in time and geometry. The idealization of incrementing the time is an expedient for integration of the hereditary strain-stress law for concrete. A linear law in function form provides an accurate description of concrete strain-stress behavior within design stress ranges. (Author)
Time-Dependent Behavior of Reinforced Concrete Structures
L. G. Selna (author)
1967
172 pages
Report
No indication
English
Analysis of time-dependent behavior of reinforced concrete structures
Engineering Index Backfile | 1964
|Time-dependent behaviour of reinforced concrete structures
UB Braunschweig | 1971
|Time-dependent behaviour of reinforced concrete structures
TIBKAT | 1971
|Time-dependent Behaviour of Reinforced Concrete Structures
UB Braunschweig | 1967
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