Pages that link to "Item:Q798054"
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The following pages link to Non-axisymmetric buckling and post-critical behaviour of elastic spherical shells in the case of a double critical value of the load (Q798054):
Displaying 12 items.
- Static and dynamic buckling modes of spherical shells subjected to external pressure (Q294581) (← links)
- Buckling patterns of shells and spherical honeycomb structures (Q920664) (← links)
- Axisymmetric buckling of spherical caps with plane flanges. A model of the influence of edge imperfection on critical loading (Q1063452) (← links)
- An investigation of the complete post-buckling behavior of axisymmetric spherical shells (Q1066716) (← links)
- The buckling of elastic spherical caps (Q1179713) (← links)
- Non-axisymmetric buckling of shallow spherical shells (Q1180900) (← links)
- Buckling of general spherical shells under external pressure (Q1819998) (← links)
- Self-weight buckling of thin elastic shells: the case of a spherical equatorial segment (Q2085808) (← links)
- The buckling sphere, a symbiosis of mechanics and geometry (Q2308630) (← links)
- Influence of initial imperfections on the buckling of orthotropic truncated spherical and conical shells (Q3212475) (← links)
- Buckling of spherical shells revisited (Q5363701) (← links)
- Asymptotic buckling analysis of imperfect shallow spherical shells on nonlinear elastic foundation (Q5926021) (← links)