水下悬浮隧道管段结构分析与健康监测方案设计
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摘要
悬浮隧道是用于跨越深水域的交通结构,它利用管段自重、浮力和支撑系统形成平衡体系,并悬浮在水中一定深度。鉴于悬浮隧道所处深水环境,一旦破坏将产生灾难性后果,因此,本文在国家自然科学基金(50508012、50538030)和黑龙江省博士后科研启动基金(LBH-Q06065)的支持下,对悬浮隧道管段与支撑索的应力进行了详细分析,提出了管段健康监测的测点区域确定方法。
本文利用DIANA软件的实体单元、壳和杆单元,分别模拟悬浮隧道的海底基础、管段和支撑结构,对悬浮隧道结构体系进行三维数值模拟,分析了结构内力、位移分布规律,获得了悬浮隧道管段监测测点区域的选择方法,为悬浮隧道维修、养护与管理提供决策和力学依据。
论文完成的主要工作如下:
1.详细综述了悬浮隧道国内外研究现状,归纳总结了悬浮隧道安全监测理论及可靠性研究所面临的挑战,提出了本文的主要研究内容。
2.对悬浮隧道所受环境荷载进行简化,将定常流对悬浮隧道的作用简化为静荷载。
3.利用DIANA计算工具,分析了悬浮隧道管段应力分析有限元模型关键参数的选择及其处理方法。
4.对不同工况下悬浮隧道管段、锚索的力学性能进行了详细计算和分析,确定了管段健康监测的测点区域,并对监测方案进行了仿真设计。
最后,对论文所作研究进行总结,并对今后的研究目标和任务提出了展望。
Submerged floating tunnel (SFT) is a structure which is used in the traffic field of deep water areas, such as lake, strait, fjord and other appropriate waterways. It suspends in deep water by the balance of gravity, buoyancy and the aid of a supporting sub-system and forms a load balance system ultimately. Considering of the effect of deep water environmental loads, a small damage may result in disastrous accidents to SFT. Therefore, investigation and research, which sponsored by NSFC (Grant No. 50508012 and 50538030) and Heilongjiang Post-doctor Research Funding (Grant NO. LBH-Q06065), were fulfilled to analyze SFT pipe segment stress and strain status and their distribution in pipe segment of SFT. The research work also included the exploration of how to determine the appropriate areas of monitoring points and established the effective and available monitoring method.
This paper utilizes solid element, shell element and truss element of DIANA to simulate respectively for anchor foundation at the sea bottom, the SFT pipe segment and the supporting system. By detailed analyzing the structural internal stress and displacement distribution law of SFT pipe segment, we obtains the method of measured points selection which implements in the process of SFT structure health monitoring system. This procedure is especially benefited for repairing, maintenance and managing for SFT. Finally, its monitoring scheme is proposed and analyzed, which will be useful in the design and calculation of SFT in the future.
The main research work of this thesis can be described as following,
(1) This paper summarizes the current research status and problems in SFT which have existed at home and abroad in the past two decades. It also concludes some key scientific problems about the safety and reliability of SFT. And finally, it puts forward the main studied contents.
(2) Based on the characteristics of loads acted on the SFT, this paper analyzes and classifies the different loads of SFT. As the load of flow is the most active and important environmental loads for SFT, study especially focuses on the flow and simplifies it to static load.
(3) This paper analyzes how to select key model parameters of FEM which is used in analyzing the stress of SFT pipe segment. And it also gives the theoretical basis while modeling.
(4) With the established model, this paper performs elaborate calculation and analysis for SFT mechanical properties in different working conditions. And it determines the measuring areas of SFT health monitoring. Then it performed simulating design for the SFT monitoring scheme.
At last, the studies of this paper are summarized and prospects are put forward for the future target and task.
本文利用DIANA软件的实体单元、壳和杆单元,分别模拟悬浮隧道的海底基础、管段和支撑结构,对悬浮隧道结构体系进行三维数值模拟,分析了结构内力、位移分布规律,获得了悬浮隧道管段监测测点区域的选择方法,为悬浮隧道维修、养护与管理提供决策和力学依据。
论文完成的主要工作如下:
1.详细综述了悬浮隧道国内外研究现状,归纳总结了悬浮隧道安全监测理论及可靠性研究所面临的挑战,提出了本文的主要研究内容。
2.对悬浮隧道所受环境荷载进行简化,将定常流对悬浮隧道的作用简化为静荷载。
3.利用DIANA计算工具,分析了悬浮隧道管段应力分析有限元模型关键参数的选择及其处理方法。
4.对不同工况下悬浮隧道管段、锚索的力学性能进行了详细计算和分析,确定了管段健康监测的测点区域,并对监测方案进行了仿真设计。
最后,对论文所作研究进行总结,并对今后的研究目标和任务提出了展望。
Submerged floating tunnel (SFT) is a structure which is used in the traffic field of deep water areas, such as lake, strait, fjord and other appropriate waterways. It suspends in deep water by the balance of gravity, buoyancy and the aid of a supporting sub-system and forms a load balance system ultimately. Considering of the effect of deep water environmental loads, a small damage may result in disastrous accidents to SFT. Therefore, investigation and research, which sponsored by NSFC (Grant No. 50508012 and 50538030) and Heilongjiang Post-doctor Research Funding (Grant NO. LBH-Q06065), were fulfilled to analyze SFT pipe segment stress and strain status and their distribution in pipe segment of SFT. The research work also included the exploration of how to determine the appropriate areas of monitoring points and established the effective and available monitoring method.
This paper utilizes solid element, shell element and truss element of DIANA to simulate respectively for anchor foundation at the sea bottom, the SFT pipe segment and the supporting system. By detailed analyzing the structural internal stress and displacement distribution law of SFT pipe segment, we obtains the method of measured points selection which implements in the process of SFT structure health monitoring system. This procedure is especially benefited for repairing, maintenance and managing for SFT. Finally, its monitoring scheme is proposed and analyzed, which will be useful in the design and calculation of SFT in the future.
The main research work of this thesis can be described as following,
(1) This paper summarizes the current research status and problems in SFT which have existed at home and abroad in the past two decades. It also concludes some key scientific problems about the safety and reliability of SFT. And finally, it puts forward the main studied contents.
(2) Based on the characteristics of loads acted on the SFT, this paper analyzes and classifies the different loads of SFT. As the load of flow is the most active and important environmental loads for SFT, study especially focuses on the flow and simplifies it to static load.
(3) This paper analyzes how to select key model parameters of FEM which is used in analyzing the stress of SFT pipe segment. And it also gives the theoretical basis while modeling.
(4) With the established model, this paper performs elaborate calculation and analysis for SFT mechanical properties in different working conditions. And it determines the measuring areas of SFT health monitoring. Then it performed simulating design for the SFT monitoring scheme.
At last, the studies of this paper are summarized and prospects are put forward for the future target and task.
引文
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2宋剑.海洋平台结构在偶然灾害作用下的可靠性研究.浙江大学博士论文. 2005:1~4
3王变革.水下悬浮隧道锚索的动力响应研究.大连理工大学硕士论文. 2007: 5~10
4王长春.水中悬浮隧道与洋流耦合作用的模型试验.西南交通大学硕士论文. 2003:4~6
5 Donna Ahrens. Submerged Floating Tunnels—a Concept Whose TimeHas Arrived. Tunnelling and Underground Space Technology. 1997,12(2):317~336
6 Ingerslev LCF. Understanding Immersed and Floating Tunnels. 29th ITAWorld Tunnelling Congress. Netherlands, 2003:257~263
7 Aadnesen L. the Case for Submerged Floating Tunnels.Tunnels and Tu-nnelling International. 1999,6:32~34
8 Skorpa L. the Hogsfjord Submerged Floating Tunnel Project-Transport, Environment and Energy Studies. Strait Crossing 2001. 4th Symposiumon Strait Crossing. Norway, 2001:551~554
9 Hakkart C. State of the Art of the Submerged Floating Tunnel. International Tunnelling Association.International Conference on Submerged Floating Tunnels. Sandnes, 1996
10 Faggiano B, Mazzolani F. M, Landolfo R. Design and Modelling Aspects Concerning the Submerged Floating Tunnels:an Application to the Messina Strait Crossing. Strait Crossings 2001. 4th Symposium on Strait Crossing. Norway, 2001:511~519
11兰利敏,李静华.水下悬浮隧道谁将是第一个成功者.世界隧道. 1997,(4):47~52
12项贻强,薛静平.悬浮隧道在国内外的研究.中外公路. 2002,22(6):49~52
13 Faggiano B, Perotti R. the Dynamic Response of Seabed Anchored Floating Tunnels Under Seismic Excitation. Earthquake Engineering and StructuralDynamics. 2000,29:273~295
14 Pilata M.Di, Perotti F, Fogazzi P. 3D Dynamic Response of Submerged Floating Tunnels Under Seismic and Hydrodynamic Excitation. Engineering Structures. 2008,30:268~281
15王华.沉管隧道和悬浮隧道.隧道丛译. 1994,12:26~45
16 Tveit P. Ideas on Downward Arched and Other Underwater Concrete Tunnels. Tunnelling and Underground Space Technology. 2000,15:69~78
17 Brancaleoni F, Castellani A, D'Asdia P. the Response of Submerged Tunnels to Their Environment. Engineering of Structures. 1989,11:47~56
18 Remseth S, Bernt J, Leira, kstad O, Kjell M, Mathisen. Dynamic Response a-nd Fluid/Structure Interaction of Submerged Floating Tunnels. Computers and Structures. 1999,72(4):659~685
19 Venkataramana K, Yoshihara S, Toyoda S, Aikou Y. Current Induced Vibrat-ions of Submerged Floating Tunnels. Proceedings of the 6th International Offshore and Polar Engineering Conference. Los Angeles, 1996:111~118
20 Jakobsen B, Remseth S, Udahl G. Crossing Wide and Deep Fjords with S-ubmerged Floating Tunnels. Strait Crossing 2001. 4th Symposium on Strait Crossing. Norway, 2001:569~574
21 Carpaneto R. the Dynamic Seismic Analysis of SFT. International Confer-ence on Submerged Floating Tunnels. Norway, 1996
22 Sato K. the Purpose of Submerged Floating Tunnel Plan in Hokkaido. International Conference on Submerged Floating Tunnels. Norway. 1996
23 Ferro G, Ostlid H, Mazzolani F. Submerged Floating Tunnels Analysis Pro-ject. Tunnelling and Underground Space Technology. 1997,12(2):337~346
24 Toshiyuki Fujii. Submerged Floating Tunnels Project in Funnka Bay Design and Execution. International Conference on Submerged Floating Tunnels. Norway, 1996:1~20
25 Kagaya S. an Application of Ecological Growth Model to the Environmental Impact of the Construction of SFT. International Conference on Submerged Floating Tunnels. Norway, 1996
26 Fujita R, Mikami T. Development of Submerged Floating Tunnel in Shallow Water. Strait Crossing 2001. 4th Symposium on Strait Crossing.Norway, 2001:555~562
27 Sato M, Kanie S, Mikami T, etc. Modeling of Submerged Floating Tunnel as a Beam on Elastic Foundation Under Bending Vibration. Strait Crossing 2001. 4th Symposium on Strait Crossing. Norway, 2001:535~540
28 Kunish Hiroshi, Mizuno Suswnu, Mizuno Yizo, Seeki Hiroshi. Study on Submerged Floating Tunnel Characteristics Under the Wave Condition. Proceedings of the 4th International Offshore and Polar Engineering Conf-erence. Osaka, 1994:27~32
29 Kunishu H.Submerged Floating Tunnels in Japan Emperiments and Nu-merial Study. International Conference on Submerged Floating Tunnels. Norway, 1996
30 Toshiyuki Fujii. Submerged Floating Tunnels Project in Funka Bay Design and Execution. International Conference on Submerged Floating Tunnel. Norway, 1996
31 Kanie S, Mikami T, Horiguchi H, etc. Effect of Nonlinearity in Restoring Force on Dynamic Response of SFT. Strait Crossing 2001. 4th Symposium on Strait Crossing. Norway, 2001:529~534
32 James Felch. the Seattle-Bellevue Loop with the Still-Water Submerged Floating Tunnel. Strait Crossing 2001. 4th Symposium on Strait Crossing. Norway, 2001:581~588
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2宋剑.海洋平台结构在偶然灾害作用下的可靠性研究.浙江大学博士论文. 2005:1~4
3王变革.水下悬浮隧道锚索的动力响应研究.大连理工大学硕士论文. 2007: 5~10
4王长春.水中悬浮隧道与洋流耦合作用的模型试验.西南交通大学硕士论文. 2003:4~6
5 Donna Ahrens. Submerged Floating Tunnels—a Concept Whose TimeHas Arrived. Tunnelling and Underground Space Technology. 1997,12(2):317~336
6 Ingerslev LCF. Understanding Immersed and Floating Tunnels. 29th ITAWorld Tunnelling Congress. Netherlands, 2003:257~263
7 Aadnesen L. the Case for Submerged Floating Tunnels.Tunnels and Tu-nnelling International. 1999,6:32~34
8 Skorpa L. the Hogsfjord Submerged Floating Tunnel Project-Transport, Environment and Energy Studies. Strait Crossing 2001. 4th Symposiumon Strait Crossing. Norway, 2001:551~554
9 Hakkart C. State of the Art of the Submerged Floating Tunnel. International Tunnelling Association.International Conference on Submerged Floating Tunnels. Sandnes, 1996
10 Faggiano B, Mazzolani F. M, Landolfo R. Design and Modelling Aspects Concerning the Submerged Floating Tunnels:an Application to the Messina Strait Crossing. Strait Crossings 2001. 4th Symposium on Strait Crossing. Norway, 2001:511~519
11兰利敏,李静华.水下悬浮隧道谁将是第一个成功者.世界隧道. 1997,(4):47~52
12项贻强,薛静平.悬浮隧道在国内外的研究.中外公路. 2002,22(6):49~52
13 Faggiano B, Perotti R. the Dynamic Response of Seabed Anchored Floating Tunnels Under Seismic Excitation. Earthquake Engineering and StructuralDynamics. 2000,29:273~295
14 Pilata M.Di, Perotti F, Fogazzi P. 3D Dynamic Response of Submerged Floating Tunnels Under Seismic and Hydrodynamic Excitation. Engineering Structures. 2008,30:268~281
15王华.沉管隧道和悬浮隧道.隧道丛译. 1994,12:26~45
16 Tveit P. Ideas on Downward Arched and Other Underwater Concrete Tunnels. Tunnelling and Underground Space Technology. 2000,15:69~78
17 Brancaleoni F, Castellani A, D'Asdia P. the Response of Submerged Tunnels to Their Environment. Engineering of Structures. 1989,11:47~56
18 Remseth S, Bernt J, Leira, kstad O, Kjell M, Mathisen. Dynamic Response a-nd Fluid/Structure Interaction of Submerged Floating Tunnels. Computers and Structures. 1999,72(4):659~685
19 Venkataramana K, Yoshihara S, Toyoda S, Aikou Y. Current Induced Vibrat-ions of Submerged Floating Tunnels. Proceedings of the 6th International Offshore and Polar Engineering Conference. Los Angeles, 1996:111~118
20 Jakobsen B, Remseth S, Udahl G. Crossing Wide and Deep Fjords with S-ubmerged Floating Tunnels. Strait Crossing 2001. 4th Symposium on Strait Crossing. Norway, 2001:569~574
21 Carpaneto R. the Dynamic Seismic Analysis of SFT. International Confer-ence on Submerged Floating Tunnels. Norway, 1996
22 Sato K. the Purpose of Submerged Floating Tunnel Plan in Hokkaido. International Conference on Submerged Floating Tunnels. Norway. 1996
23 Ferro G, Ostlid H, Mazzolani F. Submerged Floating Tunnels Analysis Pro-ject. Tunnelling and Underground Space Technology. 1997,12(2):337~346
24 Toshiyuki Fujii. Submerged Floating Tunnels Project in Funnka Bay Design and Execution. International Conference on Submerged Floating Tunnels. Norway, 1996:1~20
25 Kagaya S. an Application of Ecological Growth Model to the Environmental Impact of the Construction of SFT. International Conference on Submerged Floating Tunnels. Norway, 1996
26 Fujita R, Mikami T. Development of Submerged Floating Tunnel in Shallow Water. Strait Crossing 2001. 4th Symposium on Strait Crossing.Norway, 2001:555~562
27 Sato M, Kanie S, Mikami T, etc. Modeling of Submerged Floating Tunnel as a Beam on Elastic Foundation Under Bending Vibration. Strait Crossing 2001. 4th Symposium on Strait Crossing. Norway, 2001:535~540
28 Kunish Hiroshi, Mizuno Suswnu, Mizuno Yizo, Seeki Hiroshi. Study on Submerged Floating Tunnel Characteristics Under the Wave Condition. Proceedings of the 4th International Offshore and Polar Engineering Conf-erence. Osaka, 1994:27~32
29 Kunishu H.Submerged Floating Tunnels in Japan Emperiments and Nu-merial Study. International Conference on Submerged Floating Tunnels. Norway, 1996
30 Toshiyuki Fujii. Submerged Floating Tunnels Project in Funka Bay Design and Execution. International Conference on Submerged Floating Tunnel. Norway, 1996
31 Kanie S, Mikami T, Horiguchi H, etc. Effect of Nonlinearity in Restoring Force on Dynamic Response of SFT. Strait Crossing 2001. 4th Symposium on Strait Crossing. Norway, 2001:529~534
32 James Felch. the Seattle-Bellevue Loop with the Still-Water Submerged Floating Tunnel. Strait Crossing 2001. 4th Symposium on Strait Crossing. Norway, 2001:581~588
33麦继婷,关宝树.琼州海峡悬浮隧道的可行性研究.铁道工程学报. 2003,(4):93~96
34李剑.水中悬浮隧道概念设计及其关键技术研究.同济大学博士论文. 2003:23~27
35干涌.水下悬浮隧道的空间分析与节段模型试验研究.同济大学博士论文. 2003:17~19
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