Design recommendations and comparative study of FRP and steel guyed towers

被引：14

作者：

Alshurafa, Sami ^{[1
]}

Polyzois, Dimos ^{[1
]}

机构：

[1] Univ Manitoba, Civil Engn Dept, 96 Dafoe Rd, Winnipeg, MB R3T 2N2, Canada

来源：

ENGINEERING SCIENCE AND TECHNOLOGY-AN INTERNATIONAL JOURNAL-JESTECH | 2018年 / 21卷 / 05期

基金：

加拿大自然科学与工程研究理事会;

关键词：

FRP; Guyed; Tower; Composite; Steel; ANSYS; TAPERED POLES;

D O I：

10.1016/j.jestch.2018.06.014

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

The aim of this paper is to explore the potential use of advanced composite materials as an alternative material to conventional steel to design and fabricate a lightweight fiber reinforced polymer (FRP) guyed towers. Both theoretical and experimental testing are involved. The paper offers recommendations for the design of composite towers using various non-linear finite element models. It contains a comparative cost analysis between an 81 m composite and a steel guyed tower both designed to resist identical loading conditions. The paper results confirmed that FRP tower creates more economically viable alternatives and sustainable solutions to steel towers in the future. (C) 2018 Karabuk University. Publishing services by Elsevier B.V.

引用

页码：807 / 814

页数：8

共 22 条

[1]

American Society for Testing and Materials, 2003, ASTMD3410

[2]

[Anonymous], 2000, ASTMD5379

[3]

[Anonymous], 2007, ASTMD3039

[4]

ANSYS, 2006, ANSYS US MAN VERS 10

[5]

Canadian Standard Association (CSA), ANT TOW ANT SUPP STR

[6]

EIA, 2003, TIA STAND TIA 222 F

[7]

Ekhande G., 1998, Journal of Computers Structures, V29, P801

[8]

Goldberg E., 1973, Journal of Structural Division, ASCE, V99, P741

[9]

Goldberg E., 1965, Journal of Structural Division, ASCE, V91, P57

[10]

Hull F.H., 1962, Journal of the Structural Division, ASCE, V88, P61

← 1 2 3 →