EXPERIMENTAL STUDY OF STATIC PERFORMANCE OF TRUSS TRANSMISSION TOWER OF GLASS FIBER REINFORCED POLYMER

Lin Shikai  Cheng Xiaoyan  Xiong Liang  Du Xinxi  Ke Rui

doi:10.13204/j.gyjz201506032

Volume 45 Issue 6

Aug. 2015

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2015 > 45(6): 165-168

Lin Shikai Cheng Xiaoyan Xiong Liang Du Xinxi Ke Rui, . EXPERIMENTAL STUDY OF STATIC PERFORMANCE OF TRUSS TRANSMISSION TOWER OF GLASS FIBER REINFORCED POLYMER[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(6): 165-168. doi: 10.13204/j.gyjz201506032

Citation:

Lin Shikai Cheng Xiaoyan Xiong Liang Du Xinxi Ke Rui, . EXPERIMENTAL STUDY OF STATIC PERFORMANCE OF TRUSS TRANSMISSION TOWER OF GLASS FIBER REINFORCED POLYMER[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(6): 165-168. doi: 10.13204/j.gyjz201506032

Citation:

PDF( 0 KB)

EXPERIMENTAL STUDY OF STATIC PERFORMANCE OF TRUSS TRANSMISSION TOWER OF GLASS FIBER REINFORCED POLYMER

doi: 10.13204/j.gyjz201506032

Lin Shikai Cheng Xiaoyan Xiong Liang Du Xinxi Ke Rui,

Publish Date: 2015-06-20

Abstract

Abstract

In order to study the mechanical performance of truss transmission tower of glass fiber reinforced polymer ( GFRP) ，a full-scale model of a truss transmission tower with a height of 8. 75 m which composed of 1. 25 m high steel earth support and 7. 5 m tower shaft etc，was tested under three different load conditions． Base on the experimental results，it was revealed that the elastic deformation of the GFRP tower was evident due to the relatively low Youngs modulus，yet the maximum stress of the structure under the most unfavorable load was much lower than the design strength of the material． Which showed that the GFＲP tower had relatively good overall mechanical performance，it could satisfy the requirement of the design and use of electric power projects．
- GFRP,
- transmission tower,
- experimental study,
- static performance

FullText(HTML)

References(0)

References

Relative Articles

[1]	JIANG Ziqin, CHEN Panqi, WANG Shuai, WANG Wei, WANG Lijun. Research on Static Properties of Steel Frames with Self-Centering Column Base Joints[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(8): 70-77. doi: 10.3724/j.gyjzG24050701
[2]	ZHAO Zihan, XIAO Kai, XIAO Yiqing, LI Chao, ZHANG Wentong. Fragility Analysis of Transmission Towers with a Strong Wind Based on First-Passage Failure Criterion[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(4): 15-21. doi: 10.13204/j.gyjzG20121012
[3]	ZHANG Shuhang, ZHAO Lingzhi, JIN Mingchang, LU Yan, GUO Haoyu. Research on Static and Seismic Performance of Joints Between Steel Beams and Prefabricated Reinforced Concrete Columns[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(8): 43-51. doi: 10.13204/j.gyjzG22042807
[4]	LI Yanli, SHI Lei, WU Zhenyu, WANG Zilong. Finite Element Parametric Analysis on Bearing Capacity of Main Member Steel Angles of Transmission Tower Reinforced by Box-Shaped Section Method[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 41-47. doi: 10.13204/j.gyjzG20121307
[5]	YANG Fengli, SHAO Shuai. Comparison on Wind-Resistant Design of Transmission Towers by Allowable Stress Method and Limit State Method[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 22-27,63. doi: 10.13204/j.gyjzG22011111
[6]	CAO Meigen, ZHANG Ruoyu, ZHU Yunxiang, WANG Yu, KONG Fanfang, PAN Yiwei. Research on Wind Resistant Reinforcement of In-Plane Cables of Transmission Line Tower and Influence of Design Parameters[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 48-56.
[7]	FENG Heng, GAO Bin, GUO Huiyong. Nonlinear Damage Identification of Transmission Towers Based on AR/ARCH Model Conversion Distance and Its Experimental Research[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 57-63. doi: 10.13204/j.gyjzG21071316
[8]	LU Yang, LIU Xiuli, SUN Fengbin, CAO Yuanzheng. STUDY ON STATIC PROPERTIES AND INITIAL STIFFNESS FOR A NEW TYPE OF INNER SLEEVE CONNECTIONS BETWEEN SQUARE STEEL TUBE COLUMNS AND H-TYPE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(7): 129-136. doi: 10.13204/j.gyjzG20031003
[9]	Fan Cunxin Ge Yijiao Xie Liyu, . WIND DISASTER VULNERABILITY ANALYSIS OF THE TRANSMISSION TOWER BASED ON PROBABILITY RELIABILITY[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 84-88. doi: 10.13204/j.gyjz201507018
[10]	Pan Jinlong, Wang Jun, Liu Weiqing, Zhao Huimin. EXPERIMENTAL AND THEORETICAL STUDY OF CREEP BEHAVIOR OF GLASS FIBER REINFORCED POLYMER ( GFRP) COMPOSITES IN ATMOSPHERIC AND CHLORIDE ION ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 127-131. doi: 10.13204/j.gyjz201504024
[11]	Liu Xuechun, Xu Axin, Zhang Ailin, Ma Jing, Cao Ming, Hui Yi, Zhao Yue. THE STATIC PERFORMANCE ANALYSIS AND EXPERIMENTAL RESEARCH OF THE JOINT IN MODULAR PREFABRICATED HIGH-RISE STEEL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 27-34.
[12]	Xue Suduo, Gao Zhanyuan, Li Xiongyan, Liang Jin. STUDY ON STATIC PERFORMANCE OF GEIGER RIGID BRACING DOME[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 118-121. doi: 10.13204/j.gyjz201305025
[13]	Yin Xiaodong, Li Qinggang, Wang Qingli. STATIC PERFORMANCE OF THE HIGH-PERFORMANCE CONCRETE FILLED STEEL TUBULAR BEAM-COLUMN(Ⅰ): EXPERIMENTAL STUDY AND FINITE ELEMENT SIMULATION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 24-29. doi: 10.13204/j.gyjz201303005
[14]	Wang Qingli, Hou Tingting, Li Qinggang, Wang Yue. STATIC PERFORMANCE OF THE HIGH-PERFORMANCE CONCRETE FILLED STEEL TUBULAR STUB COLUMN(Ⅰ): EXPERIMENTAL STUDY AND FINITE ELEMENT SIMULATION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 1-7. doi: 10.13204/j.gyjz201303001
[15]	Wang Qingli, Liu Xiaochen, Li Qinggang, Wang Yue. STATIC PERFORMANCE OF THE HIGH-PERFORMANCE CONCRETE FILLED STEEL TUBULAR FLEXURAL MEMBER(Ⅰ): EXPERIMENTAL STUDY AND FINITE ELEMENT SIMULATION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 13-17,29. doi: 10.13204/j.gyjz201303003
[16]	Zhao Huimin, Wang Jun, Liu Weiqing, Fang Hai, Zhou Hongwei. EXPERIMENTAL STUDY OF DURABILITY OF GFRP UNDER COUPLING EFFECT OF CHLORIDE ION WITH LOADING[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(10): 102-105. doi: 10.13204/j.gyjz201310022
[17]	Wang Xiaolu, Zha Xiaoxiong, Cang Youqing, Yu Min. EXPERIMENTAL AND THEORETICAL RESEARCH ON GFRP-CFST COMPOSITE COLUMN UNDER AXIAL COMPRESSIVE LOAD[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 25-29. doi: 10.13204/j.gyjz201106005
[18]	Wu Sheng, Zhang Sumei. BEHAVIOR RESEARCH OF TWO NEW KINDS OF COLD-FORMED FLANGE-CLOSED SECTION BEND MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 88-93. doi: 10.13204/j.gyjz200705022
[19]	Long Liping, Gu Hongyan, Cui Jia. STATIC BEHAVIOR OF STRESSED SKIN DIAPHRAGM CONNECTED WITH V840 PROFILED SHEET[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 84-85,83. doi: 10.13204/j.gyjz200506024
[20]	Yan Fuyou, Jia Xin, Yuan Yong. EXPERIMENTS ON THE BONDING BEHAVIOUR OF GFRP BOLTS WITH MORTAR[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 59-60,97. doi: 10.13204/j.gyjz200412016