https://scholars.lib.ntu.edu.tw/handle/123456789/625329
標題: | Homogenizing spatially variable Young modulus using pseudo incremental energy method | 作者: | Tabarroki M JIAN-YE CHING Lin C.-P Liou J.-J Phoon K.-K. |
關鍵字: | Homogenization; Pseudo incremental energy (PIE) method; Random field; Spatial variability; Young's modulus | 公開日期: | 2022 | 卷: | 97 | 來源出版物: | Structural Safety | 摘要: | Homogenization is the process of representing a spatially variable property by an equivalent (or effective) homogenous property. The second and fifth authors proposed the pseudo incremental energy (PIE) method to represent a spatially variable Young's modulus by an effective Young's modulus for a rigid footing problem, the overall Young's modulus actually “felt” by the footing. The effective Young's modulus is based on a non-uniform geometric average with weights provided by PIE. It performs better than the conventional uniform geometric average at a cost of computing PIE weights from one deterministic finite element analysis. The current paper extends the previous work on PIE in four respects. First, a new PIE procedure is developed to address a known issue in the previous PIE. Second, the applicability of the new PIE is verified for a wide variety of two-dimensional (2D) and three-dimensional (3D) geotechnical problems, including 2D retaining wall, 2D & 3D axially loaded pile, 2D & 3D laterally loaded pile, and 2D & 3D base heave. Third, the new PIE is extended to problems with layered soils, where each layer is modeled by a separate random field. Finally, the new PIE is implemented to a real case study of a 3D rigid footing. The new PIE method can approximately match the results from a random finite element analysis (RFEA) at the realization level (not ensemble statistics level) at an acceptable cost of one deterministic finite element analysis. It is much cheaper than RFEA that requires hundreds of thousands of deterministic analyses. It is slightly more costly than the original PIE. © 2022 Elsevier Ltd |
URI: | https://www.scopus.com/inward/record.uri?eid=2-s2.0-85129332111&doi=10.1016%2fj.strusafe.2022.102226&partnerID=40&md5=f0f9cb15645e656871896fb379c1cf97 https://scholars.lib.ntu.edu.tw/handle/123456789/625329 |
ISSN: | 01674730 | DOI: | 10.1016/j.strusafe.2022.102226 | SDG/關鍵字: | Cost benefit analysis; Elastic moduli; Homogenization method; Piles; Deterministics; Effective young's modulus; Energy; Energy method; Finite element analyse; Homogenization; Pseudo incremental energy method; Random fields; Spatial variability; Young modulus; Finite element method |
顯示於: | 土木工程學系 |
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