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适用于各种弯曲角度的厚壁弯管在内压作用下极限压力的新估算方法。

New estimation method of limit pressures for thick curved pipes under internal pressure applicable to various bend angles.

作者信息

Kim Min-Je, Park Jun-Hyub

机构信息

Department of Mechanical Engineering, Hanyang University, 222, Wangsimni-ro, Seongdong-gu, Seoul, Republic of Korea.

Department of Mechanical & Automotive Engineering, Kyungsung University, 309, Suyeong-ro, Nam-gu, Busan, 48434, Republic of Korea.

出版信息

Heliyon. 2023 Mar 21;9(3):e14709. doi: 10.1016/j.heliyon.2023.e14709. eCollection 2023 Mar.

Abstract

In this study, a new estimation method of limit pressures (loads) is suggested for reliability design of curved pipes under high internal pressure and temperature. The curved pipes are used in boiler pipes in a supercritical thermal power plants. To find any design parameters and their dimensions in reliability design of curved pipes, various boilers in supercritical thermal power plants in operation were investigated. In order to analyse the effect of the design parameters on the limit pressure, the design of experiment (DOE) was applied to design a curved pipes with various combinations of design parameters, and then the FE limit load analyses were performed to obtain limit pressures. The thickness of the curved pipe has the greatest effect on the limit pressure among the design parameters. Although the bend angle is design parameter, the proposed estimation methods for easily calculating the limit load do not include the bend angle and then there have been difficulties in reliability design of curved pipes with any band angle. Therefore, to solve such difficulties, two estimation methods of limit pressure (load) including bend angle were suggested and the validity of the proposed estimation methods of limit load (plastic pressure) under internal pressure was objectively verified through statistical error analysis with the 60 FE analysis results which are different from the data used when the method was derived. The proposed estimation method applicable to various bend angles shows the best results in the evaluation of mean error, maximum error, and standard deviation of error, which are evaluation criteria. The proposed estimation method shows a very good result compared to existing methods, having the mean error of 0.89%, a maximum error of 2.50%, and a standard deviation of 0.70% for all data regardless of the bend angle.

摘要

在本研究中,针对承受高内压和高温的弯管可靠性设计,提出了一种极限压力(载荷)的新估算方法。弯管应用于超临界火力发电厂的锅炉管道中。为了找出弯管可靠性设计中的任何设计参数及其尺寸,对运行中的超临界火力发电厂的各种锅炉进行了调查。为了分析设计参数对极限压力的影响,应用实验设计(DOE)来设计具有各种设计参数组合的弯管,然后进行有限元极限载荷分析以获得极限压力。在设计参数中,弯管厚度对极限压力的影响最大。尽管弯曲角度是设计参数,但所提出的易于计算极限载荷的估算方法不包括弯曲角度,因此在具有任何弯曲角度的弯管可靠性设计中存在困难。因此,为了解决这些困难,提出了两种包含弯曲角度的极限压力(载荷)估算方法,并通过与推导该方法时所用数据不同的60个有限元分析结果进行统计误差分析,客观验证了所提出的内压下极限载荷(塑性压力)估算方法的有效性。所提出的适用于各种弯曲角度的估算方法在作为评估标准的平均误差、最大误差和误差标准差的评估中显示出最佳结果。与现有方法相比,所提出的估算方法显示出非常好的结果,对于所有数据,无论弯曲角度如何,平均误差为0.89%,最大误差为2.50%,标准差为0.70%。

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