Durability of GFRP Bars under Compression with Different Length-to-Diameter Ratios Exposed to a Simulated Concrete EnvironmentSource: Journal of Composites for Construction:;2026:;Volume ( 030 ):;issue: 001::page 04025053-1Author:Senselova, Zaneta
,
Manalo, Allan
,
Alajarmeh, Omar
,
Sakuraba, Hiroki
,
Iftikhar, Abdullah
,
Benmokrane, Brahim
DOI: 10.1061/JCCOF2.CCENG-5334Publisher: American Society of Civil Engineers
Abstract: Abstract There is increasing interest in using glass fiber–reinforced polymer (GFRP) bars for
reinforcement in compressive members such as concrete columns and bridge piers. However,
the understanding of their long-term compression performance in an ...
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| contributor author | Senselova, Zaneta | |
| contributor author | Manalo, Allan | |
| contributor author | Alajarmeh, Omar | |
| contributor author | Sakuraba, Hiroki | |
| contributor author | Iftikhar, Abdullah | |
| contributor author | Benmokrane, Brahim | |
| date accessioned | 2026-08-20T21:30:08Z | |
| date available | 2026-08-20T21:30:08Z | |
| date copyright | 2025/10/31 | |
| date issued | 2026 | |
| identifier other | JCCOF2.CCENG-5334.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4314560 | |
| description abstract | Abstract There is increasing interest in using glass fiber–reinforced polymer (GFRP) bars for reinforcement in compressive members such as concrete columns and bridge piers. However, the understanding of their long-term compression performance in an ... | |
| publisher | American Society of Civil Engineers | |
| title | Durability of GFRP Bars under Compression with Different Length-to-Diameter Ratios Exposed to a Simulated Concrete Environment | |
| type | Journal Article | |
| journal volume | 30 | |
| journal issue | 1 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/JCCOF2.CCENG-5334 | |
| journal fristpage | 04025053-1 | |
| journal lastpage | 04025053-13 | |
| page | 13 | |
| tree | Journal of Composites for Construction:;2026:;Volume ( 030 ):;issue: 001 | |
| contenttype | Fulltext |