Ship Bow Force-Deformation Curves for Ship-Impact Demand of Bridges considering Effect of Pile-Cap Depth
作者: Wei FanWancheng YuanVadim V. Silberschmidt
作者单位: 1Department of Bridge Engineering, College of Civil Engineering, Hunan University, Changsha 410082, China
2State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China
刊名: Shock and Vibration, 2014, Vol.2014
来源数据库: Hindawi Journal
DOI: 10.1155/2014/201425
原始语种摘要: Since static analysis procedures in the vessel impact-resistant design codes neglect dynamic amplification effects related to bridge mass, ship-impact responses of bridges may be potentially underestimated. For this reason, several dynamic vessel-impact analysis techniques had been recently proposed, where a force-deformation curve was employed to model the vessel bow stiffness. Most of the recent works mainly focused on the force-deformation curves of the barge bows rather than the ship bows. In this paper, a high-resolution finite element model is developed to obtain the ship bow force-deformation curves. The global and local characteristics of the ship bow force-deformation curves are discussed based on the finite element crush analyses between the ship bows and the rigid walls. Effect...
全文获取路径: Hindawi 
影响因子:0.535 (2012)

  • force 
  • bridges 管式桥
  • impact 冲击碰撞
  • deformation 应变
  • dynamic 动力学的
  • effect 效应
  • developed 开发
  • reasonable 合理的
  • rather 宁愿
  • analysis 分析