Methodologies for the fatigue assessment of corroded wire ropes: A state-of-the-art review

被引：22

作者：

Milone, Aldo ^{[1
]}

Landolfo, Raffaele ^{[1
]}

Berto, Filippo ^{[2
]}

机构：

[1] Univ Naples Federico II, Dept Struct Engn & Architecture, Via Forno Vecchio 36, I-80134 Naples, Italy

[2] Norwegian Univ Sci & Technol, Dept Mech & Ind Engn, N-7491 Trondheim, Norway

来源：

STRUCTURES | 2022年 / 37卷

关键词：

High strength steel; Cyclic behavior; Wire ropes; Steel structures; Corrosion; STRAND; TENSION; MODEL; PERFORMANCE; CORROSION;

D O I：

10.1016/j.istruc.2022.01.044

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

High strength steel (HSS) wire ropes are widely used in civil engineering to act as hangers or bridge cables. These kinds of structural members are particularly prone to both corrosion and fatigue damage owing to typical exposition and load conditions. Within this framework, in the present paper a comprehensive state of the art review dealing with literature and normative models for fatigue checks of corroded wire ropes is presented. Most peculiar aspects related to correct fatigue demand and strength evaluation in wire ropes are discussed on the basis of over 40 research works.

引用

页码：787 / 794

页数：8

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