Arch Dam and Rock Base Cracking Processer Analysis

Ying Ming Chen

doi:10.4028/www.scientific.net/AMR.446-449.2685

Paper Titles

Analysis of Numerical Simulation of Micropiles Reinforcing Shallow Landslide
p.2663

The Application of Fuzzy Variable Sets Theory in Eutrophication Evaluation for Urban Lake
p.2667

New Construction Technique of Soft Soil Foundation Consolidated by Plastic Drainage Slab
p.2673

Damage Analysis of Freeze-Thaw Processes in Hydraulic Structure Concrete
p.2681

Arch Dam and Rock Base Cracking Processer Analysis
p.2685

Optimal Design Analysis and Research of Technical Parameters of Four-Side and Six-Edge Permeable Frame Group Used for River Control and Bank Protection Engineering
p.2689

New Boundary Treatment in the Finite Element Model Using the Shallow Water Equation
p.2694

An Analysis of Two-Dimensional Steady Seepage Flow of Earth Dam Based on FEM
p.2699

City Optimal Allocation of Water Resources Research Based on Sustainable Development
p.2703

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449Arch Dam and Rock Base Cracking Processer Analysis

Arch Dam and Rock Base Cracking Processer Analysis

Abstract:

A numerical implement to simulate the crack propagating process in arch dam and rock base has been given. A new FE style was presented for improving the calculation accuracy and efficiency. In the period of dividing the dam structure and the foundation rock into an appropriate number of discrete subregion (finite elements), the adaptive method was used to divide the original 3-D element into a serial son-elements analogical to its father-elements entirely. Of course the 2-D element was divided into a serial son-elements analogical to its father-elements entirely using the same method. The element shape function was key factor. In the calculating processor, the arithmetic of load step was optimized. The arithmetic has important theory and utility value

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

2685-2688

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.446-449.2685

Citation:

Cite this paper

Online since:

January 2012

Authors:

Ying Ming Chen

Keywords:

Arithmetic, Crack Propagating, Optimise, Program, Rock Base

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Chen Zuping. Non-linear elastic analysis of the stress in arch dam[J]. Engineering Mechanics, 15(4)：62. (1998)

Google Scholar

[2] Yu maohong.. Engineering strength theory[M]. Higher Education Press, Beijing. China. (2002)

Google Scholar

[3] Zhang Xuehu & Zhang Sherong. 2001, Arbitrarilyted finite element gridding method for strength cracking generation analysis of arch dam[J]. Journal of hydraulic engineering, (9):68. (2001)

Google Scholar