Study on Structure Analysis of Prestressed Reinforced Concrete Inverted Siphon

2014 ◽  
Vol 488-489 ◽  
pp. 585-588
Author(s):  
Zhen Ren

This paper adopt universal finite element calculation software to carry out force analysis for Shayubeigou prestressed reinforced concrete inverted siphon,computer is applied in analysis of prestressed reinforced concrete inverted siphon. Deducing variation law of the inverted siphons stress and displacement in construction process and operating process. The calculation results further shown design schemes rationality and safety. which provide reliable reference of design and construction for the prestressed reinforced concrete inverted siphon.

2014 ◽  
Vol 488-489 ◽  
pp. 569-572
Author(s):  
Ke Ding Liu

This paper adopt universal finite element calculation software to carry out simulation analysis for Jinliang river of Mianyou canal trench-buried inverted siphon. Deducing variation law of the inverted siphons stress and displacement in construction process and operating process. The calculation results further shown design schemes rationality and safety. Which provide reliable reference of design and construction for the trench-buried inverted siphon.


2013 ◽  
Vol 394 ◽  
pp. 353-356
Author(s):  
Dongy Yu Ji

This paper adopts universal finite element calculation software to carry out force analysis for Nanping trench-buried inverted siphon,computer is applied in analysis of trench-buried inverted siphon. Deducing variation law of the inverted siphons stress and displacement in construction process and operational process. The calculation results further shown design schemes rationality and safety. which provide reliable reference of design and construction for the trench-buried inverted siphon.


2013 ◽  
Vol 394 ◽  
pp. 340-344
Author(s):  
Ke Ding Liu

This paper adopts universal finite element calculation software to carry out force analysis for Meiliao trench-buried inverted siphon,computer is applied in analysis of trench-buried inverted siphon. Deducing variation law of the inverted siphons stress and displacement in construction process and operational process. The calculation results further shown design schemes rationality and safety. Analysis results show that, force of Meiliao trench-buried inverted siphon structure is explicit, it meets the requirements for design.


2011 ◽  
Vol 295-297 ◽  
pp. 2396-2399
Author(s):  
Dong Yu Ji ◽  
Wen Liang Ma

This paper adopt universal finite element calculation software to carry out force analysis for Shunqiao trench-buried inverted siphon,computer is applied in analysis of trench-buried inverted siphon. Deducing variation law of the inverted siphon’s stress and displacement in construction process and operational process. The calculation results Further shown design scheme’s Rationality and safety. which provide reliable reference of design and construction for the trench-buried inverted siphon.


2014 ◽  
Vol 716-717 ◽  
pp. 549-552
Author(s):  
Yue Liang Liu

This paper provides design scheme for Guodi river trench-buried inverted siphon engineering, and universal finite element calculation software is adopted to carry out force analysis inverted siphon, researching variation law of the inverted siphon’s stress and displacement in operating process. The calculation results further shown design scheme’s rationality and safety, this provide the reliable basis for engineering design.


2013 ◽  
Vol 804 ◽  
pp. 320-324
Author(s):  
Xiang Zan Xie

This paper adopts universal finite element calculation software to carry out finite element analysis for Tianerya trench-buried inverted siphon. Researching variation law of the inverted siphons stress and displacement in construction process and operational process. The calculation results further shown design schemes rationality and safety. The analysis results provide a certain reference for design of trench-buried inverted siphon structure.


2014 ◽  
Vol 716-717 ◽  
pp. 553-556
Author(s):  
Dong Yu Ji

This paper adopts general finite element software to carry out structure design and force analysis for Liujiaba inverted siphon engineering, researching variation law of the inverted siphon’s stress and displacement under various cases in construction process and operating process. Research results provides reliable reference for construction and operating of inverted siphon structure.


2014 ◽  
Vol 488-489 ◽  
pp. 601-604
Author(s):  
Xiang Zan Xie

This paper adopts finite element software to carry out finite element force analysis for Qiaoshitan reinforced concrete inverted siphon engineering. Researching distribution laws of stress and deformation for inverted siphons typical sections and paths under various cases in construction and operating process. Research results provide reliable theory references for safe operation of Qiaoshitan reinforced concrete inverted siphon engineering.


2012 ◽  
Vol 499 ◽  
pp. 331-334
Author(s):  
Jian Hua Zhang

This paper adopts universal finite element calculation software to carry out simulation analysis for inclined clay-core wall earth dam of Hongxing reservoir, computer is applied in design and analysis of inclined clay-core wall earth dam. Variation law of inclined clay-core wall earth dam’s stress and displacement in construction process and operational process is researched. The research results are shown: inclined clay-core wall earth dam of Hongxing reservoir is economic and reasonable, structure is safe and reliable, and every index meets the requirements for design.


2014 ◽  
Vol 8 (1) ◽  
pp. 219-224 ◽  
Author(s):  
Donglin Wang ◽  
Xin Guo ◽  
Yusheng Jia

Taking the project of Hefei city plaza tunnel as an example, this paper takes the large-scale finite element calculation software of ABAQUS to set three dimensional calculations models to simulate the construction of underground tunnel, analyzing the displacement and stress dynamic response during the construction process. And the paper also carries out the comparison analysis of the field measurement of the land subsidence. The result indicates that the simulation objectively reflected the rules of subsidence during the construction process. This provides theory evidence for shallow-buried tunnel construction safely and rapidly.


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