原文传递
Enhanced Solution Scheme for Nonlinear Analysis of Force-Based Beam for Large Rotations, Multiple Critical Points, and Random Quasi-Static Loading Input
| 题名： | Enhanced Solution Scheme for Nonlinear Analysis of Force-Based Beam for Large Rotations, Multiple Critical Points, and Random Quasi-Static Loading Input |
| 正文语种： | 英文 |
| 作者： | New Mexico State Univ |
| 作者单位： | Tathagata Ray, A.M.ASCE |
| 关键词： | Force based beam; Large rotation; Multiple critical points; Random quasi-static. |
| 摘要： | This paper attempts to enhance (1) the flexibility-corotational beam formulation for simulating highly geometrically nonlinear problems, and (2) the arc length method of integration to develop a robust and economical solution scheme for random quasi-static loading input. The existing flexibility-corotational formulation of a three dimensional beam is improved by (1) updating the rotation matrices by using the quaternions, and (2) proposing novel methods for tracking the displacement compatibility. Further, the cylindrical arc length method is modified by (1) introducing capabilities for handling random quasi-static loading, and (2) proposing automatic adjustment of the arc length. By using these developments several classical geometric nonlinearity problems are solved and path in dependency for buckling and postbuckling path with the random quasi-static loading is verified. The proposed variation in the arc length solution scheme is also shown to be better than the implementation of the arc length method in the state of the art commercial software. DOI: 10.1061/(ASCE)ST.1943-541X.0001517. © 2016 American Society of Civil Engineers. |
| 出版日期： | 2016.09 |
| 出版年： | 2016 |
| 期刊名称： | Journal of Structural Engineering |
| 卷： | Vol.142 |
| 期： | NO.09 |
| 页码： | 04016050 |
相关文献
- Component-Based Modeling for Steel and Composite Beam-Column Joints Subjected to Quasi-Static and Impact Loads under Column Removal Scenarios
- Discussion of "Robustness of Beam-to-Column End-Plate Moment Connections with Stainless Steel Bolts Subjected to High Rates of Loading" by G. Culache, M. P. Byfield, N. S. Ferguson, and A. Tyas
- Dynamic Loading on Flexible Floating Anticollision System due to Head-On Collision by Uncontrolled Vessel
- Dynamic Performance of Flush End-Plate Beam-Column Connections and Design Applications in Progressive Collapse
- Explicit Fiber Beam-Column Elements for Impact Analysis of Structures
- Seismic Behavior of Cold-Formed Steel Frames with Bolted Moment Connections
检索历史
应用推荐
