Catenary Analysis and Calculation Method of Track Rope of Cargo Cableway with Multiple Loads

Jian Qin; Jun Chen; Liang Qiao; Jiancheng Wan; Yongjun Xia

doi:10.1051/matecconf/20168201008

All issues

Volume 82 (2016)

MATEC Web Conf., 82 (2016) 01008

References

Open Access

Issue		MATEC Web Conf. Volume 82, 2016 2016 International Conference on Design, Mechanical and Material Engineering (D2ME 2016)


Article Number		01008
Number of page(s)		7
Section		Chapter 1: Mechanical Engineering
DOI		https://doi.org/10.1051/matecconf/20168201008
Published online		31 October 2016

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Yuan Xingfei, Dong Shilin. A two-node curved cable element for nonlinear analysis [J]. Engineering Mechanics, 1999, 16(4): 59~64. [Google Scholar]
Yang Menggang, Chen Zhengqing. Nonlinear analysis of cable structure using a two-node curved cable element of high precision [J]. Engineering Mechanics, 2003, 20(1):42~47. [Google Scholar]
Zhang Zhiguo, Jin Mingjun, Zou Zhenzhu. Static solution of suspension cables under tare load [J]. China Railway Science, 2004, 25(3): 67~70. [Google Scholar]
Bai Xuesong, Miao Qian. Research on calculation model based on suspension cable theories in construction cargo cableway [J]. Power System Technology, 2008, 32(20): 90~94. [Google Scholar]

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[1] Zheng Lifeng. Theory study of cableway on the catenary method [J]. Fujian: Fujian Agriculture and Forestry University. 2002. [Google Scholar]

[2] Chen Changsong, Chen Zhengqing, Yan Donghuang. Accurate iteration method to calculate the initial [J]. Engineering Mechanics, 2006, 23(8): 62~68. [Google Scholar]

[3] Qin Jian, Xia Yongjun. The matrix iteration method for analysis of suspension cable based on segmental catenary theory [J]. Chinese Journal of Engineering Design, 2013, 20(5): 404~408. [Google Scholar]

[4] Qian Changzhao, Chen Changping, Chen Zili. Direct solution procedure obtaining the line shape of cable with segmentation parabolic function [J]. Journal of Xiamen University of Technology, 2012, 20(3): 71~74. [Google Scholar]

[5] Zhou Xinnian, Zhan Zhengyi. The system of multi-span cableway design based on parabola method (JIA SHI) [J]. Journal of Zhejiang Forestry College, 2000, 17(1):50~55. [Google Scholar]

[6] Ahmadi-Kashani, K. Representation of cables in space to uniformly distributed loads [J]. International Journal of Space Structures, 1988, 3(4): 221~230. [Google Scholar]

[7] Zhang Qilin, Zhang Li, Zhou Dai, U. Peil. Fem with Spline Function for Nonlinear Analysis of Continuous Long Cables [J]. Engineering Mechanics, 1999, 16(1): 115~122. [Google Scholar]

[8] Tang Jianmin, A Zhao Yin. Euler Geometrically Non-linear Finite Element Method with Two-node Cable Element for the Analysis of Cable Structure [J]. Shanghai Journal of Mechanics, 1999, 20(1): 89~94. [Google Scholar]

[9] Yuan Xingfei, Dong Shilin. A two-node curved cable element for nonlinear analysis [J]. Engineering Mechanics, 1999, 16(4): 59~64. [Google Scholar]

[10] Yang Menggang, Chen Zhengqing. Nonlinear analysis of cable structure using a two-node curved cable element of high precision [J]. Engineering Mechanics, 2003, 20(1):42~47. [Google Scholar]

[11] Zhang Zhiguo, Jin Mingjun, Zou Zhenzhu. Static solution of suspension cables under tare load [J]. China Railway Science, 2004, 25(3): 67~70. [Google Scholar]

[12] Bai Xuesong, Miao Qian. Research on calculation model based on suspension cable theories in construction cargo cableway [J]. Power System Technology, 2008, 32(20): 90~94. [Google Scholar]