Hoque et al., 2024 - Google Patents
Numerical analysis of a barge collision with bridge pier by using finite element methodHoque et al., 2024
View PDF- Document ID
- 14055833381778181239
- Author
- Hoque K
- Salam S
- Moni M
- Publication year
- Publication venue
- Journal of Maritime Research
External Links
Snippet
This study investigates the structural response of bridge piers to collisions with vessels, focusing on factors such as impact stress, pier displacement, and kinetic energy. Using finite element analysis (FEA) simulations, the study considers various barge velocities and pier …
- 238000004458 analytical method 0 title abstract description 28
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Guo et al. | Dynamic performance and damage evaluation of a scoured double-pylon cable-stayed bridge under ship impact | |
| Li et al. | Experimental and numerical study on impact resistance of RC bridge piers under lateral impact loading | |
| Sha et al. | Nonlinear finite element analysis of barge collision with a single bridge pier | |
| Fan et al. | Ship Bow Force‐Deformation Curves for Ship‐Impact Demand of Bridges considering Effect of Pile‐Cap Depth | |
| Ladeira et al. | Review of methods to assess the structural response of offshore wind turbines subjected to ship impacts | |
| Shan | Analysis of collision performance of anticollision box made of steel–polyurethane sandwich plates | |
| Davidson et al. | Dynamic amplification of pier column internal forces due to barge–bridge collision | |
| Ma et al. | Dynamic analysis to reduce the cost for fixed offshore wind energy turbines | |
| Chen et al. | Finite element analysis of steel-concrete-steel sandwich beams with novel interlocked angle connectors subjected to impact loading | |
| Hoque et al. | Numerical analysis of a barge collision with bridge pier by using finite element method | |
| Komoriyama et al. | Effects of cumulative buckling deformation formed by cyclic loading on ultimate strength of stiffened panel | |
| Zhou et al. | Numerical simulation of a cable-stayed bridge subjected to ship collision | |
| Hellgren et al. | Influence of fluid structure interaction on a concrete dam during seismic excitation | |
| Qiu et al. | Novel material and structural design for large-scale marine protective devices | |
| Ha et al. | Collision analysis and residual longitudinal strength evaluation of a 5 MW spar floating offshore wind turbine impacted by a ship | |
| Zeinoddini et al. | Sensitivity analysis of selected random variables of existing offshore jacket structures in Persian Gulf | |
| Widianto et al. | Design of Hebron gravity based structure for iceberg impact | |
| Yu et al. | Ice nonsimultaneous failure, bending and floe impact modeling for simulating wind turbine dynamics using FAST | |
| Sari et al. | Dropped object assessment of subsea assets and pipeline protection system | |
| Faghihmaleki | Comparison of concrete and steel jacket methods for reinforcing a concrete bridge pier by numerical and experimental studies | |
| Aubault et al. | Structural design of a semi-submersible platform with water-entrapment plates based on a time-domain hydrodynamic algorithm coupled with finite-elements | |
| Ozguc | Collision damage analysis of FPSO hull caisson protection structure | |
| Zhen et al. | Transient response of an innovative Deepwater Artificial Seabed (DAS) system under tendon failure conditions | |
| Javaheri-tafti et al. | Comparison of conventional and energy method in evaluating the seismic fragility of reinforced concrete frames | |
| Ge et al. | Cumulative-impact method for the assessment of dynamic crush curve of crashworthy devices |