首页> 外文期刊>Engineering Structures >Isogeometric shape optimization of high RCC gravity dams with functionally graded partition structure considering hydraulic fracturing
【24h】

Isogeometric shape optimization of high RCC gravity dams with functionally graded partition structure considering hydraulic fracturing

机译:考虑水力压裂的功能梯度分隔结构高碾压混凝土重力坝的等几何形状优化

获取原文
获取原文并翻译 | 示例
       

摘要

The seepage and cracking problems are always the key factors threatening the safety of RCC gravity dams. To improve the overall performance of the dam, a new type of high RCC gravity dam structure, functionally graded partition structure (FGPS), was proposed. The material properties including strength and impermeability were arranged in a gradient along the direction of water flow in FGPS. From the material level, the inhomogeneous numerical simulation method was applied to investigate the hydraulic fracturing of different types of concrete materials in FGPS. The influence of material properties and stress state on hydraulic fracturing was evaluated. The simulated results show that the vertical interface in FGPS is not the weak part. Gradient arrangement of materials can effectively reduce the possibility of hydraulic fracturing. From the structure level, the lowest construction cost design of FGPS was obtained by fusing isogeometric analysis and heuristic optimization algorithms (GA, MIGA, ASA) while maintaining the safety of RCC gravity dam under hydraulic fracturing. The optimization results indicated that integrating isogeometric analysis and ASA could realize faster convergence speed and reduce the computational burden of FGPS design. The proposal of FGPS in this study provides a new perspective to solve the problem of seepage and cracking. The improvement of mechanical properties and the perfection of the optimization design method probably raise the application prospect of FGPS in hydraulic engineering.
机译:渗流和裂缝问题一直是威胁RCC重力坝安全的关键因素。为了提高大坝的整体性能,提出了一种新型的高碾压混凝土重力坝结构,即功能梯度分隔结构(FGPS)。在FGPS中,包括强度和抗渗性在内的材料特性沿水流方向按梯度排列。从材料水平出发,采用非均匀数值模拟方法研究了FGPS中不同类型混凝土材料的水力压裂。评估了材料性能和应力状态对水力压裂的影响。仿真结果表明,FGPS的垂直界面不是薄弱环节。材料的梯度排列可以有效减少水力压裂的可能性。从结构层面上,通过在保持水力压裂RCC重力坝安全性的同时,结合等几何分析和启发式优化算法(GA,MIGA,ASA),获得了FGPS的最低造价设计。优化结果表明,将等几何分析与ASA集成可以加快收敛速度​​,减轻FGPS设计的计算负担。本研究中的FGPS方案为解决渗流和裂缝问题提供了新的视角。力学性能的提高和优化设计方法的完善可能会提高FGPS在水利工程中的应用前景。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号