A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Analysis of a High-Strength Concrete Model under Biaxial Compression
The behavior of a model of high-strength concrete consisting of nine coarse aggregate circular inclusions in a square mortar matrix is studied under biaxial compressive loads. Constitutive equations are developed following the theory of plasticity in order to describe the behavior of mortar in biaxial compression. The bond between mortar and aggregates is simulated by an interface element. A comparison of analytical and experimental results shows good agreement. (Author)
Analysis of a High-Strength Concrete Model under Biaxial Compression
The behavior of a model of high-strength concrete consisting of nine coarse aggregate circular inclusions in a square mortar matrix is studied under biaxial compressive loads. Constitutive equations are developed following the theory of plasticity in order to describe the behavior of mortar in biaxial compression. The bond between mortar and aggregates is simulated by an interface element. A comparison of analytical and experimental results shows good agreement. (Author)
Analysis of a High-Strength Concrete Model under Biaxial Compression
P. M. Castro (author) / J. L. Tassoulas (author) / R. L. Carrasquillo (author) / D. W. Fowler (author)
1983
146 pages
Report
No indication
English
Construction Equipment, Materials, & Supplies , Construction Materials, Components, & Equipment , Concrete , High strength , Biaxial stresses , Compression , Loads(Forces) , Mortars , Finite element analysis , Elastic properties , Behavior , Strength(Mechanics) , Tensile properties , Shear properties , Stress strain relations , Plastic properties , Biaxial compression
Strength of concrete under biaxial compression
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Strength and Constitutive Model of Recycled Concrete under Biaxial Compression
| Online Contents | 2019
Strength and Constitutive Model of Recycled Concrete under Biaxial Compression
| Springer Verlag | 2018