Experimental Study on Earthquake Resistance of Underwater Granular Structures
水下粒状结构抗震试验研究
基本信息
- 批准号:02805052
- 负责人:
- 金额:$ 1.22万
- 依托单位:
- 依托单位国家:日本
- 项目类别:Grant-in-Aid for General Scientific Research (C)
- 财政年份:1990
- 资助国家:日本
- 起止时间:1990 至 1992
- 项目状态:已结题
- 来源:
- 关键词:
项目摘要
A new experimental technique to visualize the dynamic behavior of underwater particle assemblage (LAT: Laser-Aided Tomography) was developed. According to the proposed method, a granular structure model, made of particles of crushed glass and immersed in liquid with the same refractive index, consequently becomes invisible. An intense laser-light "sheet" (LLS) is then passed through it, illuminating the contour lines of all the particles within a cross-section. Scanning the model with LLS allows a 3D image of every discrete particle's shape and motion to be obtained as well as the whole-field deformation of the model. Utilization of this method with a smaller particle size will expand its application to analyses of structures made up of finer grains. In this case, however, it is not easy to have a clear look at each particle on the LLS. Some techniques were developed to overcome the problem, and we could reduce the grain size of the employed glass material to lmm or smaller.Dynamic failure test of embankment-shaped models were conducted using the proposed technique. The models made of screened particles ( 2mm < grain < 5mm ) were shaken sinusoidally in the liquid. The surface of the model began to slide when the amplitude of base acceleration exceeded a threshold. The threshold acceleration increased with excitement frequency, while variation of threshold velocity was rather small, and was scattered in the range of 0.5 to 2.0 kine.The failure process and its frequency dependence observed in LAT experiments was then discussed using the Discrete Elliptic Element Method (DEEM), considering contributions of overall slip and roll to the failure process. The DEEM simulation gave us a general idea of the dilatation effect on overall behavior and its frequency dependence.
发展了一种新的水下颗粒群动态可视化实验技术(LAT:Laser-Aided Tomography)。根据所提出的方法,颗粒状结构模型,由破碎的玻璃颗粒制成,并浸入具有相同折射率的液体中,因此变得不可见。然后,一个强激光“片”(LLS)通过它,照亮横截面内所有颗粒的轮廓线。使用LLS扫描模型可以获得每个离散颗粒的形状和运动的3D图像以及模型的全场变形。利用这种方法,在更小的颗粒尺寸将扩大其应用于分析由更细的晶粒组成的结构。然而,在这种情况下,要清楚地看到LLS上的每个粒子并不容易。为了克服这一问题,我们开发了一些技术,可以将所用玻璃材料的晶粒尺寸减小到1 mm或更小。将筛过的颗粒(2 mm <5 mm)制成的模型在液体中正弦振荡。当基底加速度的幅值超过某一阈值时,模型表面开始滑动。临界加速度随激励频率的增加而增加,而临界速度的变化很小,且分散在0.5 ~ 2.0kine之间.利用离散椭圆单元法(DEEM)分析了LAT实验中观察到的破坏过程及其频率依赖性,考虑了整体滑移和横滚对破坏过程的贡献. DEEM模拟为我们提供了膨胀效应对整体行为及其频率依赖性的一般概念。
项目成果
期刊论文数量(26)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
KONAGAI Kazuo他: "Laser-Aided Tcmography:A Tool for Visualization of Changes in the Fabric of Granulor Assemblage" Structural Engineering / Earthguake Engineering(Proceadings of Jopan Society of Civil Engireers). 455/I-21. 25-33 (1992)
KONAGAI Kazuo 等人:“激光辅助 Tcmography:颗粒组合结构变化的可视化工具”结构工程/地震工程(日本土木工程师学会论文集)455/I-21。 1992)
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Konagai, K. et al.:"Visualization of Dynamic Changes in Configuration of Underwater Particle Assemblage" Structural Dynamics (Proc. of 1990 European Conference on Structural Dynamics), Krazig et al. (cds.). Vol.2. 837-841 (1990)
Konagai, K. 等人:“水下粒子组合结构动态变化的可视化”结构动力学(1990 年欧洲结构动力学会议议程),Krazig 等人。
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KONAGAI Kazuo他: "Visualization of Dynamic Change in Configuration of Underwater Particle Assemblage" Structural Dynamies(Proceedings of 1990 Eusopean Conferencr on Structural Dynamics). 2. 837-841 (1990)
KONAGAI Kazuo 等人:“水下粒子组合结构动态变化的可视化”结构动力学(1990 年欧洲结构动力学会议记录)2. 837-841 (1990)。
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Konagai, K. et al.:"Visualization and Analysis of Dynamic Behavior of Underwater Granular Structure Models" Proc. of 10th World Conference on Earthquake Engineering. Vol.5. 2731-2736 (1992)
Konagai, K. 等人:“水下颗粒结构模型动态行为的可视化和分析”Proc。
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松島 亘志他: "個別楕円要素法による粒状体構造物の破壊過程の検討" 生産研究. 44. 44-47 (1992)
Wataru Matsushima 等人:“使用单独椭圆单元法研究粒状结构的断裂过程” Production Research 44. 44-47 (1992)。
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KONAGAI Kazuo其他文献
KONAGAI Kazuo的其他文献
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{{ truncateString('KONAGAI Kazuo', 18)}}的其他基金
Detection of Lagrangian displacements induced in seismic source regions and its implementation for land conservation
震源区拉格朗日位移检测及其在土地保护中的实现
- 批准号:
23246087 - 财政年份:2011
- 资助金额:
$ 1.22万 - 项目类别:
Grant-in-Aid for Scientific Research (A)
Earthquake-induced long-term change of landforms and its implication for rational rehabilitations
地震引起的地貌长期变化及其合理恢复的意义
- 批准号:
20254003 - 财政年份:2008
- 资助金额:
$ 1.22万 - 项目类别:
Grant-in-Aid for Scientific Research (A)
Comprehensive study of the damage caused by the 2008 Great Sichuan Earthquake
2008年四川大地震损失综合研究
- 批准号:
20900002 - 财政年份:2008
- 资助金额:
$ 1.22万 - 项目类别:
Control of Failure Modes of Civil-Infrastructures Experiencing Large Soil Defomations Caused by Surface Fault Ruptures
地表断层破裂引起的土体大变形土木基础设施破坏模式的控制
- 批准号:
12355020 - 财政年份:2000
- 资助金额:
$ 1.22万 - 项目类别:
Grant-in-Aid for Scientific Research (A)
Shaking Table Test allowing Interpretation of Damage to Structure in terms of Energy Influx and Efflux through Soil-Structure Interface
振动台测试可以通过土壤-结构界面的能量流入和流出来解释结构损坏
- 批准号:
10450174 - 财政年份:1998
- 资助金额:
$ 1.22万 - 项目类别:
Grant-in-Aid for Scientific Research (B)
Mathematical and Experimental Approaches for Evaluation of Dynamic and Static Stability of Granular Structures
评估粒状结构动静态稳定性的数学和实验方法
- 批准号:
08555120 - 财政年份:1996
- 资助金额:
$ 1.22万 - 项目类别:
Grant-in-Aid for Scientific Research (A)
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