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.
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© 1989 Springer-Verlag New York Inc.
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Lorig, L.J., Cundall, P.A. (1989). Modeling of Reinforced Concrete Using the Distinct Element Method. In: Shah, S.P., Swartz, S.E. (eds) Fracture of Concrete and Rock. Springer, New York, NY. https://doi.org/10.1007/978-1-4612-3578-1_28
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DOI: https://doi.org/10.1007/978-1-4612-3578-1_28
Publisher Name: Springer, New York, NY
Print ISBN: 978-0-387-96880-3
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