کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
265988 | 504338 | 2016 | 21 صفحه PDF | دانلود رایگان |
• A Cyclic Explicit Dynamic (CED) procedure is devised for inelastic analysis of braced frame systems.
• Buckling and post-buckling responses via monotonic and cyclic loadings are accurately captured.
• CED is validated/verified against experimental data and numerical results.
• Yield mechanisms and formation of failure modes are recovered accurately by CED.
• CED can be used to assess nonlinear performance and to seek the optimum design criteria.
In this study, a numerically robust finite element procedure is described, which is based on explicit time-stepping, for high-fidelity simulations of inelastic and post-buckling cyclic responses of braced frame systems. The use of an explicit time-stepping method with properly chosen increments permits accurate results while avoiding (implicit) equilibrium iterations throughout the entire loading history, during which multiple yielding and buckling events occur. A number of essential techniques for properly calibrating the discrete models and to constrain their responses in order to obtain quasi-static outcomes are provided. The procedure is globally and locally validated (verified) using experimental data (implicit numerical simulations) from three types of specimens—namely, individual braces, and single and multi-story braced frame systems with diagonal and X-brace arrangements—under both monotonic and cyclic loading protocols. Results from these validation and verification studies indicate that the proposed simulation methodology can accurately capture sub-member (i.e., plastic hinges), member, and system behavior very accurately; and thus, it can be confidently used—e.g., as a virtual laboratory—to predict the responses of braced frames with configurations and dimensions other than those tested, and to seek optimum designs beyond those offered by basic guidelines.
Journal: Engineering Structures - Volume 106, 1 January 2016, Pages 222–242