F, H., A, S., A, E., Y, S. (2018). EFFECT OF CORRUGATION PANEL WIDTH OF COMPOSITE PLATE GIRDERS WITH CORRUGATED TRIANGULAR WEB. test, 13(48), 864-871. doi: 10.21608/auej.2018.18965
Hosny F; Shaat A; El-serwi A; Sayed Y. "EFFECT OF CORRUGATION PANEL WIDTH OF COMPOSITE PLATE GIRDERS WITH CORRUGATED TRIANGULAR WEB". test, 13, 48, 2018, 864-871. doi: 10.21608/auej.2018.18965
F, H., A, S., A, E., Y, S. (2018). 'EFFECT OF CORRUGATION PANEL WIDTH OF COMPOSITE PLATE GIRDERS WITH CORRUGATED TRIANGULAR WEB', test, 13(48), pp. 864-871. doi: 10.21608/auej.2018.18965
F, H., A, S., A, E., Y, S. EFFECT OF CORRUGATION PANEL WIDTH OF COMPOSITE PLATE GIRDERS WITH CORRUGATED TRIANGULAR WEB. test, 2018; 13(48): 864-871. doi: 10.21608/auej.2018.18965

EFFECT OF CORRUGATION PANEL WIDTH OF COMPOSITE PLATE GIRDERS WITH CORRUGATED TRIANGULAR WEB

Journal of Al-Azhar University Engineering Sector
Article 12, Volume 13, Issue 48, July 2018, Pages 864-871    PDF (588.87 K)
Document Type: Original Article
DOI: 10.21608/auej.2018.18965
Authors
Hosny F1; Shaat A2; El-serwi A2; Sayed Y3
1Bsc in Structural Engineering, Ain Shams University, Cairo, Egypt
2Structural Engineering department, Ain Shams University, Cairo, Egypt
3Construction Engineering department, American University in Cairo, Egypt
Abstract
this paper is concerned with composite plate girders with triangular corrugated webs. Finite element analysis using the computer package ABAQUS is employed to investigate the behavior and ultimate strength capacity of the girder. Parameters that affect the behavior of these girders are slenderness of the web d/t, web panel aspect ratio b/d, width to the depth of corrugation ratio bh/h. Influence of these parameters on the collapse behavior is examined. Results are obtained in terms of ultimate strength, failure mechanism and load–deflection curves from the finite element analyses and, some typical results are presented herein.
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