Comparison of 3D Solid and Beam–Spring FE Modeling Approaches in the Evaluation of Buried Pipeline Behavior at a Strike-Slip Fault Crossing
Validated 3D solid finite element (FE) models offer an accurate performance of buried pipelines at earthquake faults. However, it is common to use a beam–spring model for the design of buried pipelines, and all the design guidelines are fitted to this modeling approach. Therefore, this study has foc...
Main Authors: | Farzad Talebi, Junji Kiyono |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2021-07-01
|
Series: | Energies |
Subjects: | |
Online Access: | https://www.mdpi.com/1996-1073/14/15/4539 |
Similar Items
-
Analytical method for the mechanical response of buried pipeline under the action of strike-slip faulting
by: Zhiping Hu, et al.
Published: (2022-04-01) -
Refinement to the Existing Analytical Methods of Analysis of Buried Pipelines due to Strike-Slip Faulting
by: Hadi Sabermahany, et al.
Published: (2019-12-01) -
Assessment of the Response of Trenched–Backfilled Pipelines to Strike-Slip Faults: An Analytical Approach
by: Mozhgan Asgarihajifirouz, et al.
Published: (2023-01-01) -
Structural response of the spiral-welded pipelines buried in different uniform soil types to the strike-slip fault
by: Mozhgan Asgarihajifirouz, et al.
Published: (2023-12-01) -
Determination of optimal Distance of Anchor-blocks in Buried Oil Pipelines Considering the Effects of the Dynamic Soil-Pipe Interaction
by: Farimah Ghods, et al.
Published: (2021-08-01)