Salim Al-Numan, Bayan (2016) Prediction of Time-Dependent Deflection of High Strength Concrete Panels. 2nd International Engineering Conference on Developments in Civil and Computer Engineering Applications.
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Abstract
This work presents a model for predicting analytically the time dependent deflection of high strength concrete HSC slabs. This model considers the factors that are significantly influence the long-term deflection of concrete slabs. Realising the effect of time on slab flexural rigidity, the proposed method follow the method of conducting short-term deflection of slabs.The analytical deflection based on the proposed method are compared with the experimental work conducted by the authors in 2005 (1) and also with several field measured deflections.
| Item Type: | Article |
|---|---|
| Uncontrolled Keywords: | Concrete Panels, High Strength, Two-Way Slab, Long and Short -Term Deflection. |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Depositing User: | ePrints deposit |
| Date Deposited: | 31 May 2022 08:22 |
| Last Modified: | 31 May 2022 08:22 |
| URI: | http://eprints.tiu.edu.iq/id/eprint/941 |
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