Modified Analysis of Reinforced Concrete Structures Under Localized and Distributed Impulsive Loads
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Published:1992
T. Krauthammer, H.M. Shanaa, 1992. "Modified Analysis of Reinforced Concrete Structures Under Localized and Distributed Impulsive Loads", Structures Under Shock and Impact II: Proceedings of the Second International Conference, held in Portsmouth, U.K., 16th–18th June, 1992, P.S. Bulson
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The response of reinforced concrete structural elements subjected to high intensity, short duration, dynamic loads is investigated. The analytical approach utilizes the Timoshenko Beam theory for the analysis of reinforced concrete beams and one-way slabs in the dynamic domain. Nonlinear material models, simplified approach for estimating strain rate effects and are used to derive the resistance of the element in flexure and shear. Sixteen cases that had been studied experimentally by other investigators, are analyzed and discussed.
INTRODUCTION
THE ANALYTICAL/NUMERICAL APPROACH
STRAIN RATE EFFECTS
APPLICATION OF CONCENTRATED LOADS
FAILURE AND COLLAPSE CRITERIA
BEAM CASES OF FELDMAN AND SIESS (1958)
ROOF SLAB CASES OF SLAWSON (1984)
CONCLUSIONS
REFERENCES
