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Simulation Analysis of temperature Stress in RCC Gravity Dam Based on Feedback Information of On-site Construction

机译:基于现场施工反馈信息的碾压混凝土重力坝温度应力仿真分析

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During the simulated calculation of dam concrete, the correctness of concrete characteristic parameters will seriously affect the reliability of numerical calculating result. The real behavior of the thermal stress is hard to correctly master. By referencing the observed temperature, stress and climate data of Wudu RCC Gravity Dam project, inversion analysis of the concrete thermodynamics parameters is conducted by adopting optimized genetic algorithm. The results show that, concrete characteristic parameters obtained from the inversion can preferably reflect the practical situations of the project. Based on this, numerical simulation of the whole water filling process of the dam face foundation ditch in flood season is carried out. According to the simulation results, a series of optimized temperature control and crack prevention schemes, such as "curing with varying temperature" and "delaminated impounding scheme", are put forward. This guarantees the safety of this project in flooding season.
机译:在大坝混凝土模拟计算中,混凝土特征参数的正确性将严重影响数值计算结果的可靠性。热应力的真实行为很难正确掌握。通过参考武都碾压混凝土重力坝工程的观测温度,应力和气候资料,采用优化遗传算法对混凝土热力学参数进行反演分析。结果表明,反演得到的具体特征参数可以较好地反映工程实际情况。在此基础上,对汛期坝面基础沟的整个注水过程进行了数值模拟。根据仿真结果,提出了“随温度变化固化”和“分层蓄水方案”等一系列优化的温度控制和防裂方案。这保证了该项目在洪水季节的安全。

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