To perform structure buckling and reliability analysis on supercavitating vehicles with high velocity in the submarine,supercavitating vehicles were simplified as variable cross section beam firstly.Then structural bu...To perform structure buckling and reliability analysis on supercavitating vehicles with high velocity in the submarine,supercavitating vehicles were simplified as variable cross section beam firstly.Then structural buckling analysis of supercavitating vehicles with or without engine thrust was conducted,and the structural buckling safety margin equation of supercavitating vehicles was established.The indefinite information was described by interval set and the structure reliability analysis was performed by using non-probabilistic reliability method.Considering interval variables as random variables which satisfy uniform distribution,the Monte-Carlo method was used to calculate the non-probabilistic failure degree.Numerical examples of supercavitating vehicles were presented.Under different ratios of base diameter to cavitator diameter,the change tendency of non-probabilistic failure degree of structural buckling of supercavitating vehicles with or without engine thrust was studied along with the variety of speed.展开更多
The protection of downstream concrete slab is a key issue for the stability of overflow earth-rock cofferdam. The coupling effect between bedding layer and concrete slab was taken into account when the stability of do...The protection of downstream concrete slab is a key issue for the stability of overflow earth-rock cofferdam. The coupling effect between bedding layer and concrete slab was taken into account when the stability of downstream concrete slab was researched. The characteristics of overflow and seepage over the downstream concrete slab were investigated when floodwater passes over the cofferdam. Firstly a limit equation of seepage failure for the bedding layer was derived with the consideration of geometric and mechanical factors, and a reliability model was established and numerically simulated. Then based on the reliability calculation for the bedding layer, the coupling effect between bedding layer and downstream concrete slab was analyzed. Under the most unfavorable pressure condition for the concrete slab, its instability criterion was put forward, which offers a structural design tool of downstream concrete slab for overflow earth-rock cofferdam. Compared with model tests, it shows that the model of reliability calculation of bedding layer and the stability analysis of downstream concrete slab are effective.展开更多
随着智能电网的建设,大量分布式电源引入配电网后,配电网的供电情况发生了很大的变化,对其故障自愈策略也越来越重视。本文在计及风、光伏发电和负荷功率的随机性的基础上,建立最优孤岛划分模型,找出配电网各负荷点的可靠性指标的计算方...随着智能电网的建设,大量分布式电源引入配电网后,配电网的供电情况发生了很大的变化,对其故障自愈策略也越来越重视。本文在计及风、光伏发电和负荷功率的随机性的基础上,建立最优孤岛划分模型,找出配电网各负荷点的可靠性指标的计算方法,并使用蒙特卡洛对配电网可靠性进行求解。最后通过对IEEE-RBTS BUS 6系统进行分析,验证对含DG配电网采用最优孤岛划分的意义和其对系统可靠性评估的影响。本文从供电可靠性的角度,对含DG配电网的孤岛划分进行分析,为全面地评估含DG配电网供电可靠性和配电网故障自愈策略的制定提供了一定的理论依据。展开更多
基金Sponsored by the National High-Tech Research and Development Program of China(863 Program)(Grant No. 2006AA04Z410)
文摘To perform structure buckling and reliability analysis on supercavitating vehicles with high velocity in the submarine,supercavitating vehicles were simplified as variable cross section beam firstly.Then structural buckling analysis of supercavitating vehicles with or without engine thrust was conducted,and the structural buckling safety margin equation of supercavitating vehicles was established.The indefinite information was described by interval set and the structure reliability analysis was performed by using non-probabilistic reliability method.Considering interval variables as random variables which satisfy uniform distribution,the Monte-Carlo method was used to calculate the non-probabilistic failure degree.Numerical examples of supercavitating vehicles were presented.Under different ratios of base diameter to cavitator diameter,the change tendency of non-probabilistic failure degree of structural buckling of supercavitating vehicles with or without engine thrust was studied along with the variety of speed.
基金supported by the National Natural Science Foundation of China (Grant No. 50579056)the Joint Fund of Yalong River Hydropower Development Researchthe National Natural Science Foundation of China(Grant No. 50539120)
文摘The protection of downstream concrete slab is a key issue for the stability of overflow earth-rock cofferdam. The coupling effect between bedding layer and concrete slab was taken into account when the stability of downstream concrete slab was researched. The characteristics of overflow and seepage over the downstream concrete slab were investigated when floodwater passes over the cofferdam. Firstly a limit equation of seepage failure for the bedding layer was derived with the consideration of geometric and mechanical factors, and a reliability model was established and numerically simulated. Then based on the reliability calculation for the bedding layer, the coupling effect between bedding layer and downstream concrete slab was analyzed. Under the most unfavorable pressure condition for the concrete slab, its instability criterion was put forward, which offers a structural design tool of downstream concrete slab for overflow earth-rock cofferdam. Compared with model tests, it shows that the model of reliability calculation of bedding layer and the stability analysis of downstream concrete slab are effective.
文摘随着智能电网的建设,大量分布式电源引入配电网后,配电网的供电情况发生了很大的变化,对其故障自愈策略也越来越重视。本文在计及风、光伏发电和负荷功率的随机性的基础上,建立最优孤岛划分模型,找出配电网各负荷点的可靠性指标的计算方法,并使用蒙特卡洛对配电网可靠性进行求解。最后通过对IEEE-RBTS BUS 6系统进行分析,验证对含DG配电网采用最优孤岛划分的意义和其对系统可靠性评估的影响。本文从供电可靠性的角度,对含DG配电网的孤岛划分进行分析,为全面地评估含DG配电网供电可靠性和配电网故障自愈策略的制定提供了一定的理论依据。
