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考虑流-固耦合的输水隧道动力模型试验中的一种相似技巧
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发表时间: 2008-01-01
发表刊物: 岩土力学
期号: 12
页面范围: 3387-3392
ISSN号: 1000-7598
摘要: Three basic types of similarity relationship between the prototype and the model for dynamic structural model test and dynamic rupture model test are proposed in corresponding literatures. At the time the situation where various similarity relationships are applicable and the technique to ensure similarity for the different goals, to study dynamic behavior, elastic response and damage pattern, is discussed. The numerical simulation of model experiment of water-conveyance tunnel concerning fluid-structure interaction in soft soil is studied. Based on economic practicability of material selection for model test, the similarity relationship and the technique are proposed, which are validated through case study. The results of numerical simulation show that under the specific conditions, data of the model test can completely transfer to those of the prototype by using this type of similarity relationship, and getting more useful information. Some new ideas are introduced to keep the similarity of the hydraulic structures.
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陈健云

教授   博士生导师   硕士生导师

性别: 男

毕业院校:大连理工大学

学位: 博士

所在单位:水利工程系

学科:水工结构工程. 防灾减灾工程及防护工程. 结构工程. 工程管理

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