FATIGUE BEHAVIOUR OF STRUCTURAL COMPONENTS AT THRESHOLD
El-Haddad, M., Abdel - Raouf, H. (1984). FATIGUE BEHAVIOUR OF STRUCTURAL COMPONENTS AT THRESHOLD. EKB Journal Management System, 2(1st Conference on Applied Mechanical Engineering.), 213-223. doi: 10.21608/amme.1984.49669
M. H. El-Haddad; H. Abdel - Raouf. "FATIGUE BEHAVIOUR OF STRUCTURAL COMPONENTS AT THRESHOLD". EKB Journal Management System, 2, 1st Conference on Applied Mechanical Engineering., 1984, 213-223. doi: 10.21608/amme.1984.49669
El-Haddad, M., Abdel - Raouf, H. (1984). 'FATIGUE BEHAVIOUR OF STRUCTURAL COMPONENTS AT THRESHOLD', EKB Journal Management System, 2(1st Conference on Applied Mechanical Engineering.), pp. 213-223. doi: 10.21608/amme.1984.49669
El-Haddad, M., Abdel - Raouf, H. FATIGUE BEHAVIOUR OF STRUCTURAL COMPONENTS AT THRESHOLD. EKB Journal Management System, 1984; 2(1st Conference on Applied Mechanical Engineering.): 213-223. doi: 10.21608/amme.1984.49669

FATIGUE BEHAVIOUR OF STRUCTURAL COMPONENTS AT THRESHOLD

The International Conference on Applied Mechanics and Mechanical Engineering
Article 24, Volume 2, 1st Conference on Applied Mechanical Engineering., May 1984, Page 213-223  XML PDF (2.48 MB)
Document Type: Original Article
DOI: 10.21608/amme.1984.49669
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Authors
M. H. El-Haddad1; H. Abdel - Raouf2
1Dept. of Structural Engineering,Cairo Univ.Giza, Egypt.
2King Abdulaziz Univ. Jeddah, Saudi Arabia.
Abstract
The present paper investigates the influence of several variables on the fatigue behaviour of cracks at therashold. Variables considered are crack size, mean stress, crack closure and type of loading. Several fracture mechanics models are developed to simulate the effects of such parameters on the fatigue therashold. The accuracy of these models were tested using wide range of experimental data. The present work plays an important rule in design against long life fatigue of structural components.
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