Results 81 to 90 of about 8,118 (208)
Optimal design of trusses with geometric imperfections: Accounting for global instability
A topology optimization method is proposed for the design of trusses with random geometric imperfections due to fabrication errors. This method is a generalization of a previously developed perturbation approach to topology optimization under geometric ...
Igusa, Takeru +5 more
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A Robust Approach to Topology Optimization Accounting for Geometric Imperfections
Performance and cost efficiency are important demands in the design of civil structures such as bridges and high-rise buildings. This thesis investigates topology optimization as a tool for achieving these goals during the design process.
Jansen, Miche
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Influence of Geometric Imperfections on Buckling Resistance of Reinforcing Bars during Inelastic Deformation. [PDF]
Korentz J.
europepmc +1 more source
Increasing the Bucking Capacity with Modal Geometric “Imperfections”
Abstract A recent design paradigm, named modal nudging, exploit geometric “imperfections” with negligible self‐weight change to nudge the baseline structure onto equilibrium paths of greater load‐carrying capacity. Indeed, not all imperfections are detrimental in buckling problems.
Domenico Magisano, Giovanni Garcea
openaire +1 more source
Influence of Geometric Imperfections on Cold Formed Steel Columns
In the field of building construction, usage of cold formed steel is increasing every day because of its light weight and easy construction. However, the design provisions for cold formed steel members are limited.
Rani, Pabbe Swaroopa +1 more
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The important role of geometric imperfections on the decrease of the buckling load for thin-walled cylinders had been recognized already by the first authors investigating the theoretical approaches on this topic.
Castro, Saullo G. P. +8 more
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Design Methods of Aluminium Pin-Ended Columns with Topology-Optimised Cross-Sections
This paper presents a numerical study of topology-optimised pin-end aluminium alloy columns using finite element analysis (FEA). The FEA models integrate geometric imperfections and material nonlinearity, and are validated against experimental findings ...
Mehmet Ali Güler +3 more
doaj +1 more source
Unstiffened CFRP cylindrical shells under axial compression prone to buckle. For designing these shells a high discrepancy between the theoretical analytical and the real buckling load has to be handled.
Krause, Dieter, Hartwich, Tobias Simeon
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Unstiffened CFRP cylindrical shells under axial compression prone to buckle. For designing these shells a high discrepancy between the theoretical analytical and the real buckling load has to be handled.
Krause, Dieter, Hartwich, Tobias S.
core
Measurement of internal and external geometric imperfections of lined pipes
Carbon steel pipe is often lined with a thin layer of non-corrosive material to protect it against corrosion from sour hydrocarbons. The product is commonly assembled by mechanical expansion of a liner shell bringing it into contact with the inner ...
Harrison, Benjamin Duncan
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