Numerical Analysis of Tension-Type Stress - Concentration Cable and Stress-Dispersed Cable

Jie Zhao; Ren Wang Liang

doi:10.4028/www.scientific.net/AMR.1021.148

Paper Titles

Experimental Research of Recycled Tires-Asphalt Sands Base Isolation Device for Low-Raise Masonry Structure under Vibrating Load
p.123

Viscous Dampers Utilized at an Operating Electronic Facility for Reducing Seismic Risk
p.128

Compressive Characteristics with Variation of Length of Shear Connections for Steel-Plate Concrete Structures Adding Hwangtho
p.140

Evaluation of Flexural Strength about Shape of the Steel Plate-Concrete Composite Beam with Bolt
p.144

Numerical Analysis of Tension-Type Stress - Concentration Cable and Stress-Dispersed Cable
p.148

Research on Seismic Strengthening with the Performance of the Dynamic Measurement Method
p.152

Research on Building Construction with Application and Analysis of Total Float in the Activity-on-Arrow Network
p.156

Motor Speed Detection Based on Single Chip Microcomputer and Waveform Recording System Design
p.163

Integration with QFDs, TRIZ and FMEA for Control Valve Design
p.167

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 1021Numerical Analysis of Tension-Type Stress -...

Numerical Analysis of Tension-Type Stress - Concentration Cable and Stress-Dispersed Cable

Abstract:

Applications of stress concentration type cable in engineering are very common, but in some relatively weak rock and soil layer, it does not meet the requirements of bearing capacity. In addition to lessen the anchor cable anchorage length, we choose to use stress-dispersed anchor in many engineering^[1]. In order to study the tensile anchorage segment bond distribution, this paper uses FLAC3D through changes in the design of foundation pit supporting anchor cable anchorage segment bond strength of the grouting body, analyzes the cohesive force in theanchorage segment of distribution and the size of the cohesive force peak.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volume 1021)

Pages:

148-151

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1021.148

Citation:

Cite this paper

Online since:

August 2014

Authors:

Jie Zhao*, Ren Wang Liang

Keywords:

Adhesion, Concentrated Tension Anchor, FLAC3D, Numerical Simulation, Rally-Dispersed Anchor

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Zheng Gang, deep foundation engineering design theory and engineering application [M], Beijing: China Building Industry Press, (2010).

Google Scholar

[2] Liu Shihu. Pressure Dispersion Pre-stressed study the structure and the stress state of [D]. Jilin University. (2006).

Google Scholar

[3] Shi Jiangwei double piles - Numerical simulation of bolting structure [D] Taiyuan: Taiyuan University of Technology, (2012).

Google Scholar

[4] Peng Wenbin, FLAC3D practical tutorial [M]. Beijing: mechanical industry publishing house, (2008).

Google Scholar

[5] Zhang Desheng. The research progress and development dynamic numerical simulation of prestressed anchor cable [J]. The people of the pearl river. (2007).

Google Scholar