Study on mechanical properties and application in communication pole line engineering of glass fiber reinforced polyurethane

被引:22
作者
Gao, Hongshuai [1 ,2 ]
Sun, Yue
Jian, Jiashuo
Dong, Yaqiao
Liu, Hongbo [1 ,2 ]
机构
[1] Heilongjiang Univ, Sch Civil Engn, Harbin 150080, Peoples R China
[2] Heilongjiang Univ, Key Lab Funct Inorgan Mat Chem, Minist Educ Peoples Republ China, Harbin 150080, Peoples R China
基金
中国国家自然科学基金;
关键词
Polyurethane; GFRP; Mechanical properties; Communication pole; Finite element analysis; FRP; TRANSMISSION; STEEL; BEHAVIOR;
D O I
10.1016/j.cscm.2023.e01942
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Reinforced concrete poles, wooden poles and steel poles are commonly used in communication pole line engineering, but there are numerous shortcomings, which can't be ignored. In this paper, a scheme of applying glass fiber reinforced polyurethane composites (GFRP) instead of traditional materials to manufacture poles in communication pole line engineering is proposed. The technical properties and bending moment of GFRP poles were studied through material test and bending performance test. Furthermore, Abaqus was used to carry out finite element analysis on GFRP pole, and physical and mechanical properties of GFRP and traditional materials were compared. Referring to GB/T 51421-2020 and DL/T 5219-2014, structural design of GFRP pole and foundation was carried out, respectively. Finally, economic benefit of GFRP pole was analyzed, then an innovative installation method of GFRP pole was proposed. Results show that GFRP has high stiffness, light weight, high strength and durability. Besides, GFRP pole has suf-ficient flexural bearing capacity, and foundation has excellent overturning stability, which lays a foundation for the application of GFRP in communication pole line engineering.
引用
收藏
页数:19
相关论文
共 52 条
[1]   Feasibility study of a hybrid FRP-steel cable-stayed pedestrian swing bridge [J].
Alocci, Cristiano ;
Valvo, Paolo S. .
ENGINEERING STRUCTURES, 2019, 189 :359-372
[2]   Dynamic characteristics of an 8.6 m lightweight FRP tower supporting mass on its top [J].
Alshurafa, S. ;
Alhayek, H. ;
Polyzois, D. .
MARINE STRUCTURES, 2021, 79
[3]   Parametric study on the strength and stiffness of FRP meteorological guyed towers [J].
Alshurafa, S. ;
Alhayek, H. ;
Polyzois, D. .
MECHANICS OF ADVANCED MATERIALS AND STRUCTURES, 2019, 26 (16) :1403-1410
[4]   Finite element method for the static and dynamic analysis of FRP guyed tower [J].
Alshurafa, Sami ;
Alhayek, Hanan ;
Polyzois, Dimos .
JOURNAL OF COMPUTATIONAL DESIGN AND ENGINEERING, 2019, 6 (03) :436-446
[5]   Design recommendations and comparative study of FRP and steel guyed towers [J].
Alshurafa, Sami ;
Polyzois, Dimos .
ENGINEERING SCIENCE AND TECHNOLOGY-AN INTERNATIONAL JOURNAL-JESTECH, 2018, 21 (05) :807-814
[6]   An experimental and numerical study into the development of FRP guyed towers [J].
Alshurafa, Sami A. ;
Polyzois, Dimos .
COMPOSITE STRUCTURES, 2018, 201 :779-790
[7]  
[Anonymous], 1989, 2906 IS
[8]  
[Anonymous], 2005, GB/T 1448-2005
[9]  
[Anonymous], 2005, GB/T 1449-2005
[10]  
[Anonymous], 2014, Technical Code for Design of Foundation of Overhead Transmission Line