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Cracking behavior of UHPC slabs
Other Title(s)
سلوك التشققات للسقوف الخرسانية الفائقة الكفاءة
Author
Source
Engineering and Technology Journal
Issue
Vol. 33, Issue 7A (31 Jul. 2015), pp.1656-1666, 11 p.
Publisher
Publication Date
2015-07-31
Country of Publication
Iraq
No. of Pages
11
Main Subjects
Topics
Abstract EN
The combination of fibers with traditional reinforcement may be a very interesting design solution to achieve more durable and economical structures.
In this study, a total of seven slabs; six ultra high performance concrete (UHPC) slabs and one normal strength concrete slab were tested previously by the Author to observe the crack spacing and number of cracks in tension area, crack width and absorbed energy.
Four slabs of UHPC with steel fiber of 0.5%, one UHPC slab with 1.1% steel fiber and one slab of UHPC without steel fiber were used in the analysis.
For UHPC, the contribution of fibers to cracking in terms of crack width and spacing is significant when the amount of fibers increased.
Also, normal strength concrete slabs have longer crack spacing as compared with UHPC members.
American Psychological Association (APA)
al-Qurayshi, Husayn. 2015. Cracking behavior of UHPC slabs. Engineering and Technology Journal،Vol. 33, no. 7A, pp.1656-1666.
https://search.emarefa.net/detail/BIM-629880
Modern Language Association (MLA)
al-Qurayshi, Husayn. Cracking behavior of UHPC slabs. Engineering and Technology Journal Vol. 33, no. 7A (2015), pp.1656-1666.
https://search.emarefa.net/detail/BIM-629880
American Medical Association (AMA)
al-Qurayshi, Husayn. Cracking behavior of UHPC slabs. Engineering and Technology Journal. 2015. Vol. 33, no. 7A, pp.1656-1666.
https://search.emarefa.net/detail/BIM-629880
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references : p. 1666
Record ID
BIM-629880