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Shape design of arch dams under load uncertainties with robust optimization

机译:载荷不确定性下拱坝的形状设计与鲁棒优化

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摘要

Due to an increased need in hydro-electricity, water storage, and flood protection, it is assumed that a series of new dams will be build throughout the world. The focus of this paper is on the non-probabilistic-based design of new arch-type dams by applying means of robust design optimization (RDO). This type of optimization takes into account uncertainties in the loads and in the material properties of the structure. As classical procedures of probabilistic-based optimization under uncertainties, such as RDO and reliability-based design optimization (RBDO), are in general computationally expensive and rely on estimates of the system's response variance, we will not follow a full-probabilistic approach but work with predefined confidence levels. This leads to a bi-level optimization program where the volume of the dam is optimized under the worst combination of the uncertain parameters. As a result, robust and reliable designs are obtained and the result is independent from any assumptions on stochastic properties of the random variables in the model. The optimization of an arch-type dam is realized here by a robust optimization method under load uncertainty, where hydraulic and thermal loads are considered. The load uncertainty is modeled as an ellipsoidal expression. Comparing with any traditional deterministic optimization method, which only concerns the minimum objective value and offers a solution candidate close to limit-states, the RDO method provides a robust solution against uncertainty. To reduce the computational cost, a ranking strategy and an approximation model are further involved to do a preliminary screening. By this means, the robust design can generate an improved arch dam structure that ensures both safety and serviceability during its lifetime.
机译:由于对水力发电,蓄水和防洪的需求不断增加,因此可以推测,全世界将建造一系列新的水坝。本文的重点是通过应用鲁棒设计优化(RDO)的方法,对新型拱型大坝进行非概率设计。这种类型的优化考虑了结构载荷和材料特性的不确定性。由于不确定性下基于概率的优化的经典过程(例如RDO和基于可靠性的设计优化(RBDO))通常在计算上很昂贵,并且依赖于系统响应方差的估计,因此我们将不采用完全概率的方法,但可以具有预定义的置信度。这导致了一个双层优化程序,其中在不确定参数的最坏组合下优化了大坝的体积。结果,获得了鲁棒且可靠的设计,并且该结果与模型中随机变量的随机属性的任何假设无关。拱型水坝的优化是通过在负载不确定性下考虑水力和热力的鲁棒优化方法实现的。负载不确定性建模为椭圆形表达式。与仅涉及最小目标值并提供接近极限状态的解决方案候选者的任何传统确定性优化方法相比,RDO方法提供了针对不确定性的鲁棒解决方案。为了降低计算成本,还需要使用排名策略和近似模型来进行初步筛选。通过这种方式,坚固的设计可以产生改进的拱坝结构,从而确保其使用寿命期间的安全性和可维护性。

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