Flexural behavior of permanent precast formwork beams
This study is to explore the flexural behaviour of permanent precast formwork beam. The total three beams that have dimensions 150 mm x 300 mm x 3000 mm have been casted and tested. Two beams are permanent precast formwork beam and one beam as a control beam. The beam have been tested using America...
| Main Author: | |
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| Format: | Thesis |
| Language: | English |
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2014
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| Online Access: | http://eprints.utm.my/78340/1/NurulsiqqinAishahMdYusufMFKA2014.pdf |
| _version_ | 1796862832652845056 |
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| author | Md. Yusuf, Nurulsiqqin Aishah |
| author_facet | Md. Yusuf, Nurulsiqqin Aishah |
| author_sort | Md. Yusuf, Nurulsiqqin Aishah |
| collection | ePrints |
| description | This study is to explore the flexural behaviour of permanent precast formwork beam. The total three beams that have dimensions 150 mm x 300 mm x 3000 mm have been casted and tested. Two beams are permanent precast formwork beam and one beam as a control beam. The beam have been tested using America Society Testing and Material (ASTM) C78 for testing flexural strength of concrete beams using a four point bend test by the third-point method. The results show that the permanent precast formwork beams exhibit increased flexural strength and higher bending capacity compared to normal concrete beam. |
| first_indexed | 2024-03-05T20:17:34Z |
| format | Thesis |
| id | utm.eprints-78340 |
| institution | Universiti Teknologi Malaysia - ePrints |
| language | English |
| last_indexed | 2024-03-05T20:17:34Z |
| publishDate | 2014 |
| record_format | dspace |
| spelling | utm.eprints-783402018-08-26T11:51:56Z http://eprints.utm.my/78340/ Flexural behavior of permanent precast formwork beams Md. Yusuf, Nurulsiqqin Aishah TA Engineering (General). Civil engineering (General) This study is to explore the flexural behaviour of permanent precast formwork beam. The total three beams that have dimensions 150 mm x 300 mm x 3000 mm have been casted and tested. Two beams are permanent precast formwork beam and one beam as a control beam. The beam have been tested using America Society Testing and Material (ASTM) C78 for testing flexural strength of concrete beams using a four point bend test by the third-point method. The results show that the permanent precast formwork beams exhibit increased flexural strength and higher bending capacity compared to normal concrete beam. 2014-01 Thesis NonPeerReviewed application/pdf en http://eprints.utm.my/78340/1/NurulsiqqinAishahMdYusufMFKA2014.pdf Md. Yusuf, Nurulsiqqin Aishah (2014) Flexural behavior of permanent precast formwork beams. Masters thesis, Universiti Teknologi Malaysia, Faculty of Civil Engineering. http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:79997 |
| spellingShingle | TA Engineering (General). Civil engineering (General) Md. Yusuf, Nurulsiqqin Aishah Flexural behavior of permanent precast formwork beams |
| title | Flexural behavior of permanent precast formwork beams |
| title_full | Flexural behavior of permanent precast formwork beams |
| title_fullStr | Flexural behavior of permanent precast formwork beams |
| title_full_unstemmed | Flexural behavior of permanent precast formwork beams |
| title_short | Flexural behavior of permanent precast formwork beams |
| title_sort | flexural behavior of permanent precast formwork beams |
| topic | TA Engineering (General). Civil engineering (General) |
| url | http://eprints.utm.my/78340/1/NurulsiqqinAishahMdYusufMFKA2014.pdf |
| work_keys_str_mv | AT mdyusufnurulsiqqinaishah flexuralbehaviorofpermanentprecastformworkbeams |