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Experimental studies on reinforced hollow-block concrete sections
Joint Authors
al-Mutayri, Falah A.
Wegian, Falah M.
Source
Jordan Journal of Civil Engineering
Issue
Vol. 1, Issue 4 (31 Dec. 2007), pp.366-374, 9 p.
Publisher
Jordan University of Science and Technology Deanship of Research
Publication Date
2007-12-31
Country of Publication
Jordan
No. of Pages
9
Main Subjects
Topics
Abstract EN
This study evaluates two different types of techniques for concrete hollow-block sections reinforced with traditional steel rebars and wire meshes, and compares their structural behavior to that of an ordinary reinforced concrete beam section.
The comparisons are based on the responses both before and after they were repaired with Glass Fiber Reinforced Polymers (GFRP).
The specimens were subjected to concentrated loading up to initial failure.
After failure, the specimens were repaired and loaded once again until ultimate failure.
It was shown that the success of the repair by GFRP depended on the mode of failure of the hollow-block concrete beams.
American Psychological Association (APA)
Wegian, Falah M.& al-Mutayri, Falah A.. 2007. Experimental studies on reinforced hollow-block concrete sections. Jordan Journal of Civil Engineering،Vol. 1, no. 4, pp.366-374.
https://search.emarefa.net/detail/BIM-285202
Modern Language Association (MLA)
Wegian, Falah M.& al-Mutayri, Falah A.. Experimental studies on reinforced hollow-block concrete sections. Jordan Journal of Civil Engineering Vol. 1, no. 4 (2007), pp.366-374.
https://search.emarefa.net/detail/BIM-285202
American Medical Association (AMA)
Wegian, Falah M.& al-Mutayri, Falah A.. Experimental studies on reinforced hollow-block concrete sections. Jordan Journal of Civil Engineering. 2007. Vol. 1, no. 4, pp.366-374.
https://search.emarefa.net/detail/BIM-285202
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references : p. 374
Record ID
BIM-285202