ENERGY APPROACH FOR DYNAMIC BUCKLING OF AN UNDAMPED ARCH MODEL UNDER STEP LOADING WITH INFINITE DURATION
DOI10.1142/S0219455410003555zbMath1271.74226OpenAlexW2108899135MaRDI QIDQ2846023
Shuguo Liang, Mark Andrew Bradford, Yong-Lin Pi
Publication date: 5 September 2013
Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1142/s0219455410003555
energy conservationdynamic bucklingstep loading of infinite durationnonlinear equilibrium pathescaping-motionlower and upper dynamic buckling loads
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Dynamical bifurcation of solutions to dynamical problems in solid mechanics (74H60)
Cites Work
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- Dynamic buckling loads of autonomous potential systems based on the geometry of the energy surface
- Non-linear in-plane buckling of rotationally restrained shallow arches under a central concentrated load
- A geometric approach for establishing dynamic buckling loads of autonomous potential \(N\)-degree-of-freedom systems
- Dynamic buckling of a 2-DOF imperfect system with symmetric imperfections
- Dynamic buckling of a simple geometrically imperfect frame using catastrophe theory
- Global dynamic stability of a shallow arch by Poincaré-like simple cell mapping
- In-plane vibration and stability of shallow circular arches subjected to axial forces
- In-plane free vibration and stability of loaded and shear-deformable circular arches.
- In-plane stability of arches
- Nonlinear analysis and buckling of elastically supported circular shallow arches
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