• Title/Summary/Keyword: Optimization of Operating Condition

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A study on the way to improve strength of LTV's FRP structures by optimizing laminated structure (전술차량 FRP 구조물 적층 구조 최적화를 통한 강도개선 방안 연구)

  • Kim, Seon-Jin;Park, Jin-Won;Kim, Sung-Gon;Kang, Tae-Woo;Shin, Cheol-Ho
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.20 no.5
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    • pp.468-476
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    • 2019
  • This paper presents the means of improving the strength of LTV's FRP structure for resolve and prevent quality problems. LTV secures enough kerb weight by applying FRP materials at hood and rear van assembly. However, because of FRP's inherent limitations, many initial quality problems such as crack at connections have occurred. Moreover, hood assy' is concerned about fall of endurance, because hood assy' have operated in abnormal condition. Therefore, this study executes lamination structure optimizations of FRP structure for improving bending strength. As a results, hood and rear van's bending strength at connections is improved 8.1 times and 1.5 times, respectively. Also hood assy's plate secures endurance life and improve 1.7 times of critical load about abnormal operating conditions through 1.4 times improvement of bending strength.

A Study on Evaluation of Water Supply Capacity with Coordinated Weirs and Multi-reservoir Operating Model (댐-보 최적 연계운영을 통한 용수공급능력 평가에 관한 연구)

  • Chae, Sun-Il;Kim, Jae-Hee;Kim, Sheung-Kown
    • Journal of Korea Water Resources Association
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    • v.45 no.8
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    • pp.839-851
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    • 2012
  • When we evaluate the water supply capacity of a river basin, it is a common practice to gradually increase the water demand and check if the water demands are met. This practice is not only used in the simulation approach, but also in the optimization approach. However, this trial and error approach is a tedious task. Hence, we propose a two-phase method. In the first phase, by assuming that the decision maker has complete information on inflow data, we use a goal programming model that can generate the maximum water supply capacity at one time. In the second phase, we simulate the real-time operation for the critical period by utilizing the water supply capacity given by the goal programming model under the condition that there is no foresight of inflow. We applied the two-phase method to the Geum-River basin, where multi-purpose weirs were newly constructed. By comparing the results of the goal programming model with those of the real-time simulation model we could comprehend and estimate the effect of perfect inflow data on the water supply capacity.