Analysis on the Causes of Cracks on the Concrete Structure of Large and Medium-Sized Pumping Station

Qiu Lin Cao; Yong Fa Ma

doi:10.4028/www.scientific.net/AMR.486.484

Paper Titles

A Computational Method for Modeling Interface Corner Crack under Steady-State Delamination
p.457

Research and Development of a New Type of Water-Based Drilling Fluid
p.464

A New Method of On-Line Fault Monitoring Based on Nonlinear MPCA
p.472

Influence of Tool Parameters on Central Deformation in Two-Wedge Two-Roll Cross-Wedge Rolling
p.478

Analysis on the Causes of Cracks on the Concrete Structure of Large and Medium-Sized Pumping Station
p.484

Study on the Phase Transformation Simulation of Hot-Stamping
p.492

Effects of Electric Double Layer on Pure Squeeze Motion of Circular Contacts - An Elastohydrodynamic Lubrication Model
p.497

Empirical Modeling of High-Speed WEDM Finishing in Gas
p.503

Analysis of the Repairing Wheel Movement for CNC Dressing System of Formed Grinding Wheel
p.509

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 486Analysis on the Causes of Cracks on the Concrete...

Analysis on the Causes of Cracks on the Concrete Structure of Large and Medium-Sized Pumping Station

Abstract:

This paper mainly introduces that the overall simulation and numerical calculation model which includes the system of pumping station and groundwork is built to study the concrete structure of pumping station with 3-D finite element software Marc. By undertaking a study on stress and deformation of pumping station structure and combining the living example, the root cause of cracks is raised. By calculating and studying, the overall strength and displacement of structure can be reflected more intuitively and accurately with the method of 3-D finite element.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volume 486)

Pages:

484-491

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.486.484

Citation:

Cite this paper

Online since:

March 2012

Authors:

Qiu Lin Cao, Yong Fa Ma

Keywords:

3-D Finite Element, Crack, Pumping Station

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Chuanxin Qiu: Pumping Station. China WaterPower Press, Beijing (2004: 69).

Google Scholar

[2] Xiaohui Liu: Analysis on the Causes of Cracks of Reinforced Concrete Structure. Shanxi Architecture(2011, 14(37)：64).

Google Scholar

[3] Huohong Chen: New Finite Element Analysis of Case Course by Marc. Mechanic Industry Press, Beijing (2002: 87).

Google Scholar

[4] Qingxiang Liang: Delivery of Finite Element and Marc. Mechanic Industry Press, Beijing(2005: 146).

Google Scholar

[5] Qiulim Cao, Yikai Meng, Lei Chen: Nonlinear Finite Elements Analysis on Structure of Pumping Station in the Joint Hub of Sluice and Pumping Station. Journal of Water Resources and Architectural Engineering(2011, 9 (2)：57～58).

DOI: 10.4028/www.scientific.net/amm.90-93.2546

Google Scholar

[6] Bofang Zhu: The Finite Element Method Theory and Applications. China WaterPower Press, Beijing (1998: 10).

Google Scholar

[7] Yonghua Fu: The foundation of Finite Element Analysis. Wuhan University Press, Wuchang (2003).

Google Scholar

[8] Qiulim Cao, Lei Chen: Research and Analysis on the Chamber Structure of Large-scale Navigation Lock. Journal of Water Resources and Architectural Engineering(2010, 8 (6)：147～148).

Google Scholar

[9] DarylL. Logan: A First Course in the Finite Element Method. Electronic Industry Press, Beijing(2003: 5~9).

Google Scholar

[10] Gajanan.M. Sabnis: Structural Modeling and Experimental Techniques. Prentice-Hall, (2003: 11～12).

Google Scholar

[11] Baohua Chen, Shiru Zhang: Sluice. China WaterPower Press, Beijing (2003).

Google Scholar

[12] SL265-2001: Design Specification for Sluice. S. Beijing: China WaterPower Press (2001: 43).

Google Scholar

[13] Zhongqiu Liang: Detection and analysis of cracks of concrete in a hydropower station [J]. Technology and development of enterprises(2009, 20: 161~163).

Google Scholar

[14] Wei Chen: 3-D finite element method based on the Taiping gate inverted arch security analysis of floor cracks. Water science and technology and economy(2010, 16(7): 759).

Google Scholar