Similarity Design Method for Fluid–Structure Models in Underwater Shaking Table and Wave Tests

IF 4.3 2区 工程技术 Q1 ENGINEERING, CIVIL
Yu Chen, Kun Wu, Bo Zhao, Zhong-Xian Li
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引用次数: 0

Abstract

For shaking table tests, it is essential to increase the density of the structure by adding artificial masses, which serves as an equivalent density. This modification ensures adherence to the dynamic similarity criterion. However, for underwater shaking table and wave tests, the density of water cannot change, and an increase in the equivalent density of the structure results in a distortion of the test simulation of the fluid–structure interaction. To solve this problem, an innovative similarity law is proposed for the design of fluid–structure models by changing the cross-sectional dimensions of the structure. A series of bidirectional underwater shaking table tests and unidirectional wave tests were conducted to validate the proposed similarity law, and the traditional similarity law was analyzed for comparison. The test results indicated that the traditional scale model predicted the hydrodynamic pressure acting on the prototype with an error of approximately 50%. In contrast, the proposed scale model reduced this error to about 10%. Furthermore, the relative errors in predicting the displacement, acceleration, and strain of the prototype using the proposed scale model were all below 15%. This demonstrated the reliability of the proposed similarity law applied in the test design for fluid–structure models in underwater shaking table and wave tests.

水下振动台与波浪试验流固模型相似设计方法
对于振动台试验,必须通过增加人工质量来增加结构的密度,这是等效密度。这种修改确保遵循动态相似性标准。但在水下振动台和波浪试验中,水的密度不能改变,结构等效密度的增大会导致流固耦合试验模拟的畸变。为解决这一问题,创新性地提出了一种通过改变结构截面尺寸来设计流固体模型的相似律。通过一系列双向水下振动台试验和单向波试验验证了所提出的相似律,并对传统相似律进行了对比分析。试验结果表明,传统的比例模型预测作用在样机上的动水压力误差约为50%。相比之下,提出的比例模型将这一误差降低到10%左右。此外,使用该比例模型预测原型的位移、加速度和应变的相对误差均在15%以下。这证明了所提出的相似律在水下振动台和波浪试验中流固模型试验设计中的可靠性。
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来源期刊
Earthquake Engineering & Structural Dynamics
Earthquake Engineering & Structural Dynamics 工程技术-工程:地质
CiteScore
7.20
自引率
13.30%
发文量
180
审稿时长
4.8 months
期刊介绍: Earthquake Engineering and Structural Dynamics provides a forum for the publication of papers on several aspects of engineering related to earthquakes. The problems in this field, and their solutions, are international in character and require knowledge of several traditional disciplines; the Journal will reflect this. Papers that may be relevant but do not emphasize earthquake engineering and related structural dynamics are not suitable for the Journal. Relevant topics include the following: ground motions for analysis and design geotechnical earthquake engineering probabilistic and deterministic methods of dynamic analysis experimental behaviour of structures seismic protective systems system identification risk assessment seismic code requirements methods for earthquake-resistant design and retrofit of structures.
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