Time-dependent Analysis of FRP Reinforced Two – way Slabs subject to high level stresses. | ||
| Iraqi Journal of Civil Engineering | ||
| Volume 17, Issue 1, June 2023, Pages 52-69 PDF (1.05 M) | ||
| Document Type: Research Paper | ||
| DOI: 10.37650/ijce.2023.170106 | ||
| Authors | ||
| Lina Ali* 1; Akram S Mahmoud2 | ||
| 1University of anbar/civil engineering | ||
| 2Ramadi, Cermaic St null | ||
| Abstract | ||
| The present study, the effect of changes that developed in concrete structures with time is presented. Two way slab investigated experimentally by [1]was analyzed using finite element method by ANSYS commercial program. Many parameters studied such as length to thickness ratio, reinforcement ratio and ultimate load ratio. The slab with dimension (2360*2360*63) mm and reinforced with different types of materials such as steel bars ,GFRP and CFRP (fiber reinforced polymer) bars . The results show that the strain increase gradually with time after apply the load. It can see that the strain in steel model increase with ratio of 19.98% when the load increase from 75% to 90%,and decrease with ratio 50% when the load decrease from 75% to 50% .That is, the change by increasing the strain is less and slower than the change by decreasing the strain, since the strain when dropping the load is less than the strain when lifting the load, because the structure has not undergone and its stiffness is still high and it is trying to recover its original shape. It increases significantly at the beginning, and then the difference decreases or stabilizes approximately after 330 days. | ||
| Keywords | ||
| Time-dependent,,; ,،,؛CFRP,,; ,،,؛GFRP,,; ,،,؛ANSYS | ||
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