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Practical Advanced Design Considering Random Distribution of Initial Geometric Imperfections

Advances in Structural Engineering, 2011
Current advanced analysis and design of steel frames, allows for the most unfavorable combination of initial imperfections. In fact, however, the initial geometric imperfections and their combinations are all random distributions. Recognising this situation, the sway installation tolerances and bow imperfections of both columns and beams are all ...
Yaochun Zhang   +3 more
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Influence of initial geometric imperfections on vibrations of thin circular cylindrical shells

Computers & Structures, 1983
Abstract The influence of initial geometric imperfections (out-of-roundness) on vibrations of a right circular cylindrical shell is investigated on the basis on non-linear large deformation shell theory. Both free and forced motions (due to base excitation caused by seismic effects) are treated.
Watawala, Lakshman, Nash, William A.
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Study on Buckling of an H-Shaped Steel Member with Initial Geometric Imperfection

Applied Mechanics and Materials, 2012
Based on Ježek method of computing the elastic-plastic buckling of the member under the axial compressive load and the bending moment, considering the initial imperfection, the analytical expressions of calculating the ultimate load of buckling about the neutral axis with the maximum moment of inertia for an H-shaped member are derived.
Peng Niu, Gang Yang, Chun Fu Jin
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Influence of Initial Geometric Imperfections on the Vibrations and Dynamic Stability of Elastic Shells

International Applied Mechanics, 2004
The results from studies into the vibrations and dynamic stability of thin elastic shells with initial geometric imperfections are analyzed. The corresponding dynamic problems are solved in both linear and nonlinear formulations. The influence of initial axisymmetric and nonaxisymmetric deflections on natural, forced, parametrically excited, and self ...
V. D. Kubenko, P. S. Koval'chuk
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Effects of Initial Geometric Imperfection on Stability of Single-Layer Reticulated Shell

Advanced Materials Research, 2011
The stability of reticulated shell is a key issue for single-layer reticulated shell. In the paper, a single-layer arch-supported shell structure was analyzed by finite element software MIDAS. The eigenvalue buckling analysis and the geometric nonlinear overall stability analysis with initial imperfection of the model which carried two different load ...
Fei Hua Zheng, Jin Song Lei, Wen Zhi Yin
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Collapse of semi-rigidly jointed reticulated domes with initial geometric imperfections

Journal of Constructional Steel Research, 1998
Abstract Buckling collapse and its analytical method of steel reticulated domes with semi-rigid ball joints are discussed, on the basis of a nonlinear elastic–plastic hinge analysis formulated for three-dimensional beam-columns with elastic perfectly plastic hinges located at both ends and the mid-span for each member.
Shiro Kato, Itaru Mutoh, Masaaki Shomura
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The derivation of the stresses in a pressurised pipe or cylindrical vessel with initial geometric imperfections

Strain, 1988
Several analytical methods are outlined to deal with the title problem when the vessel is free of external constraints. In essence these correspond to the Haigh equation, which provides a nonlinear relationship between the induced circumferential stress and the applied internal pressure.
Alwyn S. Tooth, Ong Lin‐Seng
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Initial Geometric Imperfections of Modules in Modular Integrated Construction Structures

Engineering Structures
Yue-Yang Ding   +4 more
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Effect of Initial Geometric Imperfection on the Vibration Characteristics of Composite Plates

Proceedings of the 5th International Congress on Computational Mechanics and Simulation, 2014
N. Kshamith   +3 more
openaire   +1 more source

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