Axisymmetrical buckling behavior of truncated shallow spherical shells subjected to line moment loads
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Publication:675550
DOI10.1016/0020-7683(94)00244-QzbMath0921.73184MaRDI QIDQ675550
Publication date: 6 May 1997
Published in: International Journal of Solids and Structures (Search for Journal in Brave)
nonlinear stabilitycritical geometrical parameterload-deflection curvesradial membrane forcesuniformly distributed line moment
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