Stochastic Imperfection Mode Superposition Method for Stability Analysis of Lattice Domes

Hui Juan Liu; Lu Feng Yang; Yan Lei Li

doi:10.4028/www.scientific.net/AMM.477-478.788

Paper Titles

Research of Rigid Pavement on Structure Combination of HMA Overlays
p.765

Interfacial Shear Stresses Calculation of RC Beams Strengthened with FRP Plate under Symmetry Concentrated Loading
p.773

FEM Analysis of Impact Tests for Steel Plate Concrete Panels against Scaled-Aircraft Impact
p.777

Seismic Performance Analysis under Different Conditions of Location for Shear Wall Frame Shear Structure
p.784

Stochastic Imperfection Mode Superposition Method for Stability Analysis of Lattice Domes
p.788

Investigation on Wind Tunnel Blockage Effects of High-Rise Building
p.793

Research on the Wind Tunnel Force Balance Tests of Long-Span Closed Coal Trestle
p.797

The Design of Blasting Demolition of the Reinforced Concrete Chimney Based on Complicated Conditions
p.803

Stochastic Analysis to Truss Spar Platform in Deep Sea
p.809

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 477-478Stochastic Imperfection Mode Superposition Method...

Stochastic Imperfection Mode Superposition Method for Stability Analysis of Lattice Domes

Abstract:

Based on geometrically nonlinear FEM, combined with stochastic imperfection mode, the stochastic imperfection mode superposition method was proposed for domes. Using the method the least favorable distribution of imperfection can be found and the corresponding critical buckling load of the structure can be calculated. Moreover the process of the structure with the load increment can be tracked. Finally the example demonstrated effectiveness of the method in finding the least favorable distribution of imperfection and the critical buckling load.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 477-478)

Pages:

788-792

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.477-478.788

Citation:

Cite this paper

Online since:

December 2013

Authors:

Hui Juan Liu, Lu Feng Yang*, Yan Lei Li

Keywords:

Critical Buckling Load, Least Favorable Distribution of Imperfection, Single-Layer Lattice Dome, Stochastic Imperfection Mode Superposition Method, Timeshenko Beam Theory

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] P. Sharifi, E.P. Popov, Nonlinear buckling analysis of sandwich arches, ASCE, j. Engng. 1971; 97: 1397-1412.

DOI: 10.1061/jmcea3.0001468

Google Scholar

[2] J.L. Batoz, G.S. Dhatt. Incremental displacement algorithms for nonlinear problems Int. J. Num. Engng 1981; 17: 1455-1467.

Google Scholar

[3] K.J. Bathem D.N. Dvorkin, on the automatic solution of nonlinear finite element equations, Comput. Stuct 1983; 17(5/6) 871-879.

DOI: 10.1016/b978-0-08-030566-0.50031-x

Google Scholar

[4] H. Rothert, T. Dickel, Snap-through buckling of reticulated space trusses . ASCE 1981; 1: 129-143.

DOI: 10.1061/jsdeag.0005617

Google Scholar

[5] DENG Chang-gen, HU Song-tao, GAO Li-ya. Study on structural stability monitoring method of single-layer latticed domes. Journal of Hebei University of Engineering. 2007; 27(4): 10-14(in Chinese).

Google Scholar

[6] DONG Shi-lin, ZHAN Wei-dong. NON-LINEAR STABILITY CRITICAL LOADS OF SINGLE-LAYER AND DOUBLE-LAYER RETICULATED SPHERICAL SHALLOW SHELLS BASED ON CONTINUUM ANALOGY METHOD. ENGINEERING MECHANICS 2004; 21(3): 6-14(in Chinese).

Google Scholar

[7] TANG Gan, ZHAO Huilin, ZHAO Caiqi. Theoretical and experimental study on the stability of sheet space structures with imperfections. CHINA 2008, 41(8): 15-21(in Chinese).

Google Scholar

[8] HUNAG Bin, FAN Ting. Nonlinear analysis on lattice domes with random installation imperfection. Sciencepaper on line, (2008).

Google Scholar

[9] LUO Yi. Application Improved consistent imperfection mode in buckling analysis on single-layer lattice dome. Tianjin: TIANJIN UNIVERSITY, (2007).

Google Scholar