Quasi-Static Analysis of Stiffened Plate under Axial Pressure


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Quasi-static analysis is of a simulation of static problem with motion analysis which restricting the load velocity so that the outcome we got can only have a little inertia influence which we can neglect. In order to solving stability problem of stiffened plate under axial pressure, we adopt this quasi-static analysis which applying displacement on structure. In pro-buckling, compared to the static analysis, quasi-static analysis can get the structure responses accurately with less time cost; In post-buckling, quasi-static analysis can get the structure responses which static analysis can’t get. With this we provide a new method in static problem



Edited by:

Chunliang Zhang and Paul P. Lin




G. M. Ji et al., "Quasi-Static Analysis of Stiffened Plate under Axial Pressure", Applied Mechanics and Materials, Vols. 226-228, pp. 1190-1193, 2012

Online since:

November 2012




[1] S P Timoshenko and J M Gere: Theory of Elastic Stability (McGraw-Hill International Book Company, USA, 1965), pp.418-457.

[2] Zheng Huizhou: Structural Analysis of Integral Fuselage Panels(Ph.D. Nanjing University of Aeronautics and Astronautics, China, 2007), pp.41-43(In Chinese).

[3] Bryan Tweedy and Scott Sellmeyer: Static Strength Comparison of Riveted versus Friction Stir Welded Stiffened Panels, AIAA 2006-2266, pp.8-9.

DOI: https://doi.org/10.2514/6.2006-2266

[4] Craig Collier and Phil Yarrington: Local Post Buckling: An Efficient Analysis Approach for Industry Use, AIAA 2009-2507, pp.2-6.

DOI: https://doi.org/10.2514/6.2009-2507

[5] Ryan Fellini and Yury Kropp: Post-Buckling Behavior of Thin Corrugated Panels, with Application to Gossamer Space Structures, AIAA 2010-2508, pp.2-5.

DOI: https://doi.org/10.2514/6.2010-2508

[6] Wang Xucheng: Finite Element Method, (Tsinghua University Press, China, 2003), pp.617-629(In Chinese).

[7] Zhuang Zhuo, You Xiaochuan: Analysis And Application of Finite Element Method based on ABAQUS(Tsinghua University Press, China, 2009), pp.352-357(In Chinese).