EVALUATION OF ULTIMATE CAPACITY OF RECTANGULAR SOLID SLAB USING YIELD LINE ANALYSIS

ANUSURI UMA MAHESWARI; SHAIK KHASIM PEERA

EVALUATION OF ULTIMATE CAPACITY OF RECTANGULAR SOLID SLAB USING YIELD LINE ANALYSIS

Authors: ANUSURI UMA MAHESWARI, SHAIK KHASIM PEERA

Unique Paper ID: 149420
Volume: 6
Issue: 12
PageNo: 624-626

Keywords: Edge conditions Equilibrium work method Virtual work method Failure pattern Yield analysis.

Abstract:
In this paper, yield line theory is used to analyze regular slabs for different nine edge conditions. Two approaches are used for the computation of ultimate load-carrying capacity of a reinforced concrete slab concerning yield line theory. One is an energy method which uses the principle of virtual work and the other, an equilibrium method, which study the equilibrium of diverse part of the slab formed by the yield lines. The yield line theory is an upper bound theory and hence which pattern gives lowest load carrying capacity is the governing pattern. Finally equations are formulated by using yield line theory which are simple to apply.

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ISSN: 2349-6002
Volume: 6
Issue: 12
PageNo: 624-626

EVALUATION OF ULTIMATE CAPACITY OF RECTANGULAR SOLID SLAB USING YIELD LINE ANALYSIS

Available:https://ijirt.org/Article?manuscript=149420

28 Jul, 2021

UTILIZTION OF SUGARCANE BAGASSE AS RETARDER IN CONCRETE

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UGC Approved
Journal no 47859

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