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Three inclined angles of the arch rib plane are assumed as initial imperfections.
This chapter proposes a design approach that uses multiple eigenbuckling modes as initial imperfections in order to simulate imperfection due to lack of fit or crooked members.
The test results show that axial restraints, as well as initial imperfections, significantly reduce the failure times of axially-loaded steel columns.
Factors of influence of double bottom bending such as initial imperfections, local loads, stress distribution and failure modes on the hull girder strength are discussed.
This is the second part of two companion papers about the advanced analysis of hybrid steel and concrete frames allowing for various effects such as initial imperfections, gradual cracking effect and geometrical and material nonlinearities.
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The initial imperfections as well as the axial loading are modeled as stochastic fields with statistical properties that are either based on an available data bank of measured initial imperfections or assumed, in cases where no experimental data is available.
The present study consists of two parts; Part I deals with plate elements surrounded by stiffeners or support members, and Part II treats stiffened panels, where some important factors of influence such as structural dimensions, initial imperfections, loading types and computational techniques in association with ultimate limit states are studied.
The effect of soil conditions, burial depth and initial imperfections on critical force as well as localization pattern of upheaval buckling are discussed.
The article presents an alternate approach in the modelling of initial imperfections as fuzzy numbers.
In addition, a series of parametric studies were performed to investigate the influential factors on the collapse pressure of the pipe, such as the initial imperfection, the geometrical configurations, the friction coefficient between contact surfaces, etc.
The initial imperfections such as the residual stress, initial bending and loading eccentricity were all measured.
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