High-cycle fatigue behavior of riveted connections for railway metal bridges-Reference-Cited by-同舟云学术

High-cycle fatigue behavior of riveted connections for railway metal bridges

Published:2009-12 Issue:12 Volume:65 Page:2167-2175
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Pipinato A.,Pellegrino C.,Bursi O.S.,Modena C.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference24 articles.

1. Committee on fatigue and fracture reliability of the committee on structural safety and reliability of the structural division. Fatigue reliability 1–4;ASCE;Journal of Structural Division. Proceedings of ASCE,1982

2. Fatigue and fracture of riveted bridge members;Bruhwiler;Journal of the Structural Engineering,1990

3. Discussion of fatigue strength of riveted bridge members by J.W. Fisher, B.T. Yen, D. Wang;Kulak;Journal of the Structural Engineering, ASCE,1992

4. Fatigue strength of riveted connections;Di Battista;Journal of the Structural Engineering,1997

5. Non-linear analysis of the low-cycle fracture behavior of isolated Tee stub connections;Bursi;Computers & Structures,2002

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