BUCKLING SAFETY ANALYSIS OF CYLINDRICAL SHELL ROOF WITH EDGE BEAM

Journal: International Journal of Civil Engineering and Technology (IJCIET) (Vol.8, No. 11)

Publication Date: 2017-11-26

Authors : B. H. V. PAI; B. DURGA PRASAD BALIGA;

Page : 212-218

Keywords : Cylindrical shell; stress resultants; semi-central angle; buckling of shells; principal tension; elastic stability; crushing strength; shell reinforcement; cost of construction.;

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Abstract

Cylindrical shell roofs are usually constructed to cover large column free areas. In the present work, a single span cylindrical shell with edge beam has been analysed and designed. The Schorer Theory for long shells has been used for the analysis. A computer programme using C language is developed for analysis and design. The buckling safety of cylindrical shells is also incorporated in the analysis.

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BUCKLING SAFETY ANALYSIS OF CYLINDRICAL SHELL ROOF WITH EDGE BEAM

Abstract

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