Validity of some shear strength formulae for pre-stressed concrete deep beams
Author
Source
Journal of al Azhar University : Engineering Sector
Issue
Vol. 13, Issue 48 (31 Jul. 2018), pp.920-929, 10 p.
Publisher
al-Azhar University Faculty of Engineering
Publication Date
2018-07-31
Country of Publication
Egypt
No. of Pages
10
Main Subjects
Abstract EN
In this paper, the validity of some published shear strength formulae were examined against test results.
Data of 56 pre-stressed deep beams were used to evaluate the accuracy of these formulae.
Tested models included S.
Teng et al.
model, Tan and Mansur model, and K.H.Tan et al.
as well as Guo-Lin et al.
modified strut and tie model.
The assessment of these models indicated some models to be conservative while other overestimated the shear capacity of the tested beams.
The model developed by Guo-Lin et al.
was found to be in a good agreement with test results.
American Psychological Association (APA)
al-Isnawi, H.. 2018. Validity of some shear strength formulae for pre-stressed concrete deep beams. Journal of al Azhar University : Engineering Sector،Vol. 13, no. 48, pp.920-929.
https://search.emarefa.net/detail/BIM-918953
Modern Language Association (MLA)
al-Isnawi, H.. Validity of some shear strength formulae for pre-stressed concrete deep beams. Journal of al Azhar University : Engineering Sector Vol. 13, no. 48 (Jul. 2018), pp.920-929.
https://search.emarefa.net/detail/BIM-918953
American Medical Association (AMA)
al-Isnawi, H.. Validity of some shear strength formulae for pre-stressed concrete deep beams. Journal of al Azhar University : Engineering Sector. 2018. Vol. 13, no. 48, pp.920-929.
https://search.emarefa.net/detail/BIM-918953
Data Type
Journal Articles
Language
English
Record ID
BIM-918953