VARIABLE FORM FORMING INVESTIGATION FOR FLEXIBLE SHALLOW SHELLS ON CIRCULAR BASE

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STUPISHIN L.; KOLESNIKOV A.; NIKITIN K.

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Journal Paper

Paper Information

Journal: ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING) Year:2017 | Volume:18 | Issue:2 Page(s): 163-171

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Information Journal Paper

Title

VARIABLE FORM FORMING INVESTIGATION FOR FLEXIBLE SHALLOW SHELLS ON CIRCULAR BASE

Author(s)

STUPISHIN L. | KOLESNIKOV A. | NIKITIN K. | Issue Writer Certificate

Keywords

SHALLOW SHELLS

NONLINEARITY

SHELLS ON CIRCULAR BASE

CRITICAL FORCE

STRENGTH

VARIABLE FORM

Abstract

This paper contains geometric nonlinear shallow shell of revolution analysis under static loading. Consideration is given to the action of evenly distributed vertical force for various support types. CRITICAL FORCE and stress are found considering geometric NONLINEARITY (flexibility) of steel and ferro-cements shell. CRITICAL FORCE coefficient and stress of shells are found by Bubnov-Galerkin method. Stresses, CRITICAL FORCE - shape parameter dependence are presented.

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APA: Copy

STUPISHIN, L., KOLESNIKOV, A., & NIKITIN, K.. (2017). VARIABLE FORM FORMING INVESTIGATION FOR FLEXIBLE SHALLOW SHELLS ON CIRCULAR BASE. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), 18(2), 163-171. SID. https://sid.ir/paper/299224/en

Vancouver: Copy

STUPISHIN L., KOLESNIKOV A., NIKITIN K.. VARIABLE FORM FORMING INVESTIGATION FOR FLEXIBLE SHALLOW SHELLS ON CIRCULAR BASE. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING)[Internet]. 2017;18(2):163-171. Available from: https://sid.ir/paper/299224/en

IEEE: Copy

L. STUPISHIN, A. KOLESNIKOV, and K. NIKITIN, “VARIABLE FORM FORMING INVESTIGATION FOR FLEXIBLE SHALLOW SHELLS ON CIRCULAR BASE,” ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), vol. 18, no. 2, pp. 163–171, 2017, [Online]. Available: https://sid.ir/paper/299224/en

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