EFFECT OF SHELL GEOMETRY AND MATERIAL CONSTANTS ON DYNAMIC BUCKLING LOAD OF ELASTIC PERFECT CLAMPED SPHERICAL CAPS

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TAEPRASARTSIT S.; TAO K.

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Journal Paper

Paper Information

Journal: ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING) Year:2005 | Volume:6 | Issue:4 Page(s): 303-315

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Information Journal Paper

Title

EFFECT OF SHELL GEOMETRY AND MATERIAL CONSTANTS ON DYNAMIC BUCKLING LOAD OF ELASTIC PERFECT CLAMPED SPHERICAL CAPS

Author(s)

TAEPRASARTSIT S. | TAO K. | Issue Writer Certificate

Keywords

STRUCTURAL ANALYSIS

DYNAMIC BUCKLING

SPHERICAL CAPS

AXISYMMETRIC SNAPTHROUGH

FINITE ELEMENT METHOD

Abstract

A numerical experiment using the FINITE ELEMENT METHOD to show that the nondimensional DYNAMIC BUCKLING pressure of deep elastic isotropic clamped perfect SPHERICAL CAPS subjected to suddenly applied uniform pressure is represented by a function of the geometric parameter and the thickness to radius ratio of caps. Three definitions of geometric parameter are considered. The effects of material properties are also taken to consideration.

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APA: Copy

TAEPRASARTSIT, S., & TAO, K.. (2005). EFFECT OF SHELL GEOMETRY AND MATERIAL CONSTANTS ON DYNAMIC BUCKLING LOAD OF ELASTIC PERFECT CLAMPED SPHERICAL CAPS. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), 6(4), 303-315. SID. https://sid.ir/paper/298651/en

Vancouver: Copy

TAEPRASARTSIT S., TAO K.. EFFECT OF SHELL GEOMETRY AND MATERIAL CONSTANTS ON DYNAMIC BUCKLING LOAD OF ELASTIC PERFECT CLAMPED SPHERICAL CAPS. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING)[Internet]. 2005;6(4):303-315. Available from: https://sid.ir/paper/298651/en

IEEE: Copy

S. TAEPRASARTSIT, and K. TAO, “EFFECT OF SHELL GEOMETRY AND MATERIAL CONSTANTS ON DYNAMIC BUCKLING LOAD OF ELASTIC PERFECT CLAMPED SPHERICAL CAPS,” ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), vol. 6, no. 4, pp. 303–315, 2005, [Online]. Available: https://sid.ir/paper/298651/en

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