A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Modeling of Reinforced Concrete Using the Distinct Element Method
Abstract In order to study the mechanisms that operate under high intensity dynamic loading, a numerical method is presented in which a concrete member is modeled as an assemblage of elastic blocks bonded together at common boundaries. Cracking and failure is simulated by the progressive breakage of bonds. Examples are given of static and dynamic tests done numerically on beams with and without reinforcement.
Modeling of Reinforced Concrete Using the Distinct Element Method
Abstract In order to study the mechanisms that operate under high intensity dynamic loading, a numerical method is presented in which a concrete member is modeled as an assemblage of elastic blocks bonded together at common boundaries. Cracking and failure is simulated by the progressive breakage of bonds. Examples are given of static and dynamic tests done numerically on beams with and without reinforcement.
Modeling of Reinforced Concrete Using the Distinct Element Method
Lorig, L. J. (author) / Cundall, P. A. (author)
Fracture of Concrete and Rock ; 276-287
1989-01-01
12 pages
Article/Chapter (Book)
Electronic Resource
English
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