ANALYSIS OF DEFORMATION-INDUCED FATIGUE OF THIN-WALLED PLATE GIRDER IN SHEAR
Author:
Affiliation:
1. JSCE
2. Department of Civil Engineering, Osaka University
3. Department of Civil Engineering, Kinki University
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1985/362/1985_362_131/_pdf
Reference13 articles.
1. 1) Maeda, Y.: Fatigue of plate girders, JSSC, Vol. 9, No. 86, pp. 32-41, 1973.
2. 2) Maeda, Y. and Okura, I.: Influence of initial deflection of plate girder web on fatigue crack initiation, Proc. of JSCE, No. 319, pp. 1-11, 1982.
3. 3) Maeda, Y. and Okura, I.: Influence of initial deflection of plate girder webs on fatigue crack initiation, Engineering Structures, Vol. 5, pp. 58-66, 1983.
4. 4) Maeda, Y. and Okura, I.: Fatigue strength of plate girder in bending considering out-of-plane deformation of web, Proc. of JSCE, Struct. Eng./Earthq. Eng., Vol. 1, No. 2, Japan Society of Civil Engineers, pp. 149s-159s, Oct., 1984.
5. 5) Maeda, Y. Okura, I. and Yoshii, M.: Finite out-of-plane behavior of rectangular plates in shear, Technol. Repts. Osaka Univ., Vol. 32, No. 1647, pp. 143-150, 1982.
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1. Fatigue Shear Strength of Slender Web Plates;Journal of Structural Engineering;1995-10
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