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Residual Compressive Strength of Flange-Damaged Steel Columns
The axial compressive strength of flange-damaged steel columns is studied using an equilibrium-based analytical approach. Compared to a related investigation that employed a variational technique, the presented model shows similar trends regarding severely reduced axial compressive strength associated with local flange damage. An empirical equation based on a parametric study performed using the developed technique is proposed as a tool that can be used by practicing engineers to determine a quick and reasonable approximation of the capacity of locally flange-damaged steel columns. The developed equation is validated using detailed finite-element analysis.
Residual Compressive Strength of Flange-Damaged Steel Columns
The axial compressive strength of flange-damaged steel columns is studied using an equilibrium-based analytical approach. Compared to a related investigation that employed a variational technique, the presented model shows similar trends regarding severely reduced axial compressive strength associated with local flange damage. An empirical equation based on a parametric study performed using the developed technique is proposed as a tool that can be used by practicing engineers to determine a quick and reasonable approximation of the capacity of locally flange-damaged steel columns. The developed equation is validated using detailed finite-element analysis.
Residual Compressive Strength of Flange-Damaged Steel Columns
Yossef, Nashwa M. (Autor:in) / Fogarty, Julie (Autor:in) / El-Tawil, Sherif (Autor:in)
19.12.2014
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
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