Fatigue shear strength of slender web plate girders

A study on the fatigue strength of slender web plates subjected to repeated shear loading is described herein. A series of tests on 20 girders with slender web was carried out. The girders were subjected to cyclic loading of a certain range up to the formation of fatigue cracking. Stresses along the...

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Main Authors: Osman, Mohd. Hanim, Md. Tahir, Mahmood, Saad, Sarifuddin
Format: Article
Language:en
Published: Faculty of Civil Engineering, UTM 2000
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Online Access:http://eprints.utm.my/8295/1/MohdHanimOsman2000_FatigueShearStrengthOfSlender.PDF
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author Osman, Mohd. Hanim
Md. Tahir, Mahmood
Saad, Sarifuddin
author_facet Osman, Mohd. Hanim
Md. Tahir, Mahmood
Saad, Sarifuddin
author_sort Osman, Mohd. Hanim
building UTM Library
collection Institutional Repository
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
continent Asia
country Malaysia
description A study on the fatigue strength of slender web plates subjected to repeated shear loading is described herein. A series of tests on 20 girders with slender web was carried out. The girders were subjected to cyclic loading of a certain range up to the formation of fatigue cracking. Stresses along the welded connection between the webs and flanges were measured during the tests. The correlation between the stresses and number of cycles of loading at failure was analysed and a new fatigue resistant curve was developed and incorporated into the standard design curve of fatigue resistant given in BS 5400:Part 10 and EC 3:Chapter 9. The resistant to fatigue failure for the welded web under shear loading was found to be high compared to other standard detail categories.
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institution Universiti Teknologi Malaysia
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publishDate 2000
publisher Faculty of Civil Engineering, UTM
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spelling my.utm.eprints-82952010-06-02T01:53:52Z http://eprints.utm.my/8295/ Fatigue shear strength of slender web plate girders Osman, Mohd. Hanim Md. Tahir, Mahmood Saad, Sarifuddin TA Engineering (General). Civil engineering (General) A study on the fatigue strength of slender web plates subjected to repeated shear loading is described herein. A series of tests on 20 girders with slender web was carried out. The girders were subjected to cyclic loading of a certain range up to the formation of fatigue cracking. Stresses along the welded connection between the webs and flanges were measured during the tests. The correlation between the stresses and number of cycles of loading at failure was analysed and a new fatigue resistant curve was developed and incorporated into the standard design curve of fatigue resistant given in BS 5400:Part 10 and EC 3:Chapter 9. The resistant to fatigue failure for the welded web under shear loading was found to be high compared to other standard detail categories. Faculty of Civil Engineering, UTM 2000 Article PeerReviewed application/pdf en http://eprints.utm.my/8295/1/MohdHanimOsman2000_FatigueShearStrengthOfSlender.PDF Osman, Mohd. Hanim and Md. Tahir, Mahmood and Saad, Sarifuddin (2000) Fatigue shear strength of slender web plate girders. Jurnal Kejuruteraan Awam, 12 (1). pp. 9-19. ISSN 0128-0147 http://portal.psz.utm.my/psz/index.php?option=com_content&task=view&id=128&Itemid=305&PHPSESSID=81b664e998055f65b4ccff8f61bf7cb2
spellingShingle TA Engineering (General). Civil engineering (General)
Osman, Mohd. Hanim
Md. Tahir, Mahmood
Saad, Sarifuddin
Fatigue shear strength of slender web plate girders
title Fatigue shear strength of slender web plate girders
title_full Fatigue shear strength of slender web plate girders
title_fullStr Fatigue shear strength of slender web plate girders
title_full_unstemmed Fatigue shear strength of slender web plate girders
title_short Fatigue shear strength of slender web plate girders
title_sort fatigue shear strength of slender web plate girders
topic TA Engineering (General). Civil engineering (General)
url http://eprints.utm.my/8295/1/MohdHanimOsman2000_FatigueShearStrengthOfSlender.PDF
http://eprints.utm.my/8295/
http://portal.psz.utm.my/psz/index.php?option=com_content&task=view&id=128&Itemid=305&PHPSESSID=81b664e998055f65b4ccff8f61bf7cb2
url_provider http://eprints.utm.my/