Inelastic Postbuckling and Cyclic Behavior of Tubular Braces

Author:

Asgarian B.1,Aghakouchack A. A.2,Bea R. G.3

Affiliation:

1. Civil Engineering Faculty, P.O. Box19967-15433 K.N. Toosi University of Technology, Tehran, Iran

2. Civil Engineering Department, P.O. Box14155-4838 Tarbiat Modarres University, Tehran, Iran

3. Department of Civil and Environmental Engineering, University of California at Berkeley

Abstract

A nonlinear fiber element for the simulation of buckling, post buckling, and hysteric responses of tubular struts is formulated and implemented in the nonlinear program DRAIN-3DX. In this element both material and geometric nonlinearities are considered. The element is applied to simulate post buckling and hysteric response of pinned and fixed tubular struts subjected to cyclic loading. The results are in good agreement with available results, i.e., experiment and other analytical models data in terms of buckling load, load-deformation curve, strength, and stiffness degradation.

Publisher

ASME International

Subject

Mechanical Engineering,Ocean Engineering

Reference26 articles.

1. Seismic Response of Offshore Platforms;Bea

2. Response of Offshore Structures Subjected to Earthquakes;Bea

3. Fujimoto, M., Aoyagi, T., Ukai, K., Wada, A, and Saito, K., 1972, “Structural Characteristics of Eccentric K-Braced Fames,” Transactions AIJ, No. 195.

4. Ultimate Capacity of Tubular Beam-Columns;Sherman

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