Bond behavior of the reinforcement bar in glass fiber-reinforced polymer connector
This paper presents the bond stress – slip behavior of a newly developed grouted splice connection fabricated by glass fiber-reinforced polymer (GFRP). A total of twenty seven specimens were tested under increasing axial tension load. Results from the test specimens were adapted to model a bond stre...
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my.utm.403462019-03-25T08:18:49Z http://eprints.utm.my/id/eprint/40346/ Bond behavior of the reinforcement bar in glass fiber-reinforced polymer connector Ahmad, Yusof Koushfar, Kiarash Abd. Rahman, Ahmad Baharuddin TA Engineering (General). Civil engineering (General) This paper presents the bond stress – slip behavior of a newly developed grouted splice connection fabricated by glass fiber-reinforced polymer (GFRP). A total of twenty seven specimens were tested under increasing axial tension load. Results from the test specimens were adapted to model a bond stress – slip law to be compared with the requirements provided by design codes and provisions. The results show that by reducing mid-length diameter, higher bond strength and load capacity are generated in the tapered splice sleeves. 2013 Article PeerReviewed Ahmad, Yusof and Koushfar, Kiarash and Abd. Rahman, Ahmad Baharuddin (2013) Bond behavior of the reinforcement bar in glass fiber-reinforced polymer connector. Journal GRADJEVINAR (Journal of Civil Engineers) of the Croatian Society of Civil Engineers, n/f (n/f). n/f. ISSN 1833-3001 http://dx.doi.org/10.14256/JCE.913.2013 DOI:10.14256/JCE.913.2013 |
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TA Engineering (General). Civil engineering (General) Ahmad, Yusof Koushfar, Kiarash Abd. Rahman, Ahmad Baharuddin Bond behavior of the reinforcement bar in glass fiber-reinforced polymer connector |
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This paper presents the bond stress – slip behavior of a newly developed grouted splice connection fabricated by glass fiber-reinforced polymer (GFRP). A total of twenty seven specimens were tested under increasing axial tension load. Results from the test specimens were adapted to model a bond stress – slip law to be compared with the requirements provided by design codes and provisions. The results show that by reducing mid-length diameter, higher bond strength and load capacity are generated in the tapered splice sleeves. |
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Article |
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Ahmad, Yusof Koushfar, Kiarash Abd. Rahman, Ahmad Baharuddin |
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Ahmad, Yusof Koushfar, Kiarash Abd. Rahman, Ahmad Baharuddin |
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Ahmad, Yusof |
title |
Bond behavior of the reinforcement bar in glass fiber-reinforced polymer connector |
title_short |
Bond behavior of the reinforcement bar in glass fiber-reinforced polymer connector |
title_full |
Bond behavior of the reinforcement bar in glass fiber-reinforced polymer connector |
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Bond behavior of the reinforcement bar in glass fiber-reinforced polymer connector |
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Bond behavior of the reinforcement bar in glass fiber-reinforced polymer connector |
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bond behavior of the reinforcement bar in glass fiber-reinforced polymer connector |
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2013 |
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http://eprints.utm.my/id/eprint/40346/ http://dx.doi.org/10.14256/JCE.913.2013 |
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1643650451429654528 |
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13.18916 |