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Water-conveyance tunnel simulating method based on mixed model

A hybrid model and simulation method technology, applied in special data processing applications, instruments, electrical digital data processing, etc., can solve problems such as complex data processing, affecting the accuracy of numerical simulation, and models and methods that do not consider the overall influencing factors of tunnels

Active Publication Date: 2011-01-19
SHANGHAI JIAO TONG UNIV SUBEI RES INST
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AI Technical Summary

Problems solved by technology

The calculation accuracy of this kind of method is greatly affected by the separation position of the local refinement model, and the data processing is complicated and cumbersome when calculating multiple working conditions, and the model and method do not consider the influence factors of the tunnel as a whole on the local area, which is completely inconsistent with the actual situation , seriously affecting the accuracy of the numerical simulation
Therefore, there is no mature numerical simulation method that can realize both global analysis and local accurate analysis in the analysis of ultra-large-scale tunnels.

Method used

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Embodiment Construction

[0022] The embodiments of the present invention are described in detail below. This embodiment is implemented on the premise of the technical solution of the present invention, and detailed implementation methods and specific operating procedures are provided, but the protection scope of the present invention is not limited to the following implementation example.

[0023] Such as figure 1 As shown, the overall tunnel model simulated in this example has a total length of about 14km, all using hexahedral finite element elements, which is a typical ultra-large-scale tunnel simulation problem.

[0024] This embodiment realizes the simulation through the following steps:

[0025] Such as figure 2 , image 3 As shown, the first step is to establish a tunnel hybrid 3D finite element model including segment fine model, segment equivalent model, soil model, working well model and deformation joint model, in which: multiple segment fine models are connected by bolts It becomes a l...

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Abstract

The invention relates to a water-conveyance tunnel simulating method based on a mixed model in the technical field of tunnel construction. The method comprises the following steps of: simulating the initial working condition after establishing a mixed three-dimensional finite element model of the tunnel and adding soil and the initial stress of a duct piece so as to obtain the initial state of anestablished tunnel; and then, adding an external simulation condition to the mixed three-dimensional finite element model of the tunnel in the initial state and then calculating through a nonlinear finite element displaying method LS-DYNA to obtain a model response to realize the simulation of the tunnel. The invention can obtain the response rule of the integral structure of the tunnel and analyze the key parts at the key position in detail; and meanwhile, integral equivalent calculation can be carried out firstly to obtain a local danger part or to specify the local danger part according tothe previous construction experience.

Description

technical field [0001] The invention relates to a method in the technical field of tunnel construction, in particular to a method for simulating a water delivery tunnel based on a mixed model with a scale of more than two million units. Background technique [0002] Because shield tunneling construction technology can minimize the impact on other urban facilities, it has become the main form of urban tunnel construction in various countries around the world. Shield technology is also used in subway construction in Shanghai, Beijing, Guangzhou, Nanjing, Shenzhen and other places in my country. The construction of shield tunnels in urban environments directly affects the safety of urban buildings and people. Therefore, various aspects need to be considered, such as shield machine tunneling technology, segment assembly technology, and surface settlement during construction. Many factors, including geological conditions and construction technology, affect the quality and safety...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G06F17/50
Inventor 翁依柳金先龙曹源王建炜杨颜志
Owner SHANGHAI JIAO TONG UNIV SUBEI RES INST
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