Influence of elasto-piastic transition on the inelastic response of beams and plates

K. S. Raghavan; S. S. Rao

doi:10.1115/1.3424355

Influence of elasto-piastic transition on the inelastic response of beams and plates

K. S. Raghavan, S. S. Rao

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1 Scopus citations

Abstract

The paper deals with a study of the significance of elastoplastic transition state in the dynamic response ofEuler beams and thin plates. The study is based on a comparative evaluation of the responses predicted by two independent approaches that use (i) stressstrain relation and basic plasticity theory and (ii) moment-curvature relation; assuming the shape factor to be unity. Responses are evaluated by way of finite-element idealization followed by numerical integration. It is found that the simplified model, based on moment- curvature relations, underestimates the response by a significant amount for longer durations of the applied load.

Original language	English (US)
Pages (from-to)	521-526
Number of pages	6
Journal	Journal of Applied Mechanics, Transactions ASME
Volume	45
Issue number	3
DOIs	https://doi.org/10.1115/1.3424355
State	Published - Sep 1978
Externally published	Yes

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ASJC Scopus subject areas

Condensed Matter Physics
Mechanics of Materials
Mechanical Engineering

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Raghavan, K. S., & Rao, S. S. (1978). Influence of elasto-piastic transition on the inelastic response of beams and plates. Journal of Applied Mechanics, Transactions ASME, 45(3), 521-526. https://doi.org/10.1115/1.3424355

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10.1115/1.3424355