A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Finite Elements and Localized Failure
This project was comprised of research on three different levels: 1) Experimental Work: Stroke controlled post-peak experiments on plain concrete specimens which were subjected to direct tension, triaxial compression and direct shear; 2) Constitutive Work: Homogenization of localized failure cure to tensile cracking and frictional slip in the form of the Composite Fracture Model which describes the degradation of strength within an elementary volume of a fracture energy equivalent continuum; and 3) Computational Work: Stabilization of strain-softening computations of localized failure within solids subjected to tensile cracking and/or shear faulting.
Finite Elements and Localized Failure
This project was comprised of research on three different levels: 1) Experimental Work: Stroke controlled post-peak experiments on plain concrete specimens which were subjected to direct tension, triaxial compression and direct shear; 2) Constitutive Work: Homogenization of localized failure cure to tensile cracking and frictional slip in the form of the Composite Fracture Model which describes the degradation of strength within an elementary volume of a fracture energy equivalent continuum; and 3) Computational Work: Stabilization of strain-softening computations of localized failure within solids subjected to tensile cracking and/or shear faulting.
Finite Elements and Localized Failure
K. J. Willam (author) / S. Sture (author)
1985
141 pages
Report
No indication
English
Construction Equipment, Materials, & Supplies , Construction Materials, Components, & Equipment , Shear properties , Concrete , Tensile properties , Compressive properties , Anisotropy , Computations , Degradation , Strength(General) , Tension , Finite element analysis , Fragility , Solids , Compression , Composite structures , Fracture(Mechanics) , Models , Parts , Volume , Energy , Cracks , Softening , Experimental data
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