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...
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| التنسيق: | أطروحة |
| اللغة: | English |
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2014
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| الوصول للمادة أونلاين: | http://eprints.utm.my/id/eprint/78340/1/NurulsiqqinAishahMdYusufMFKA2014.pdf |
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my-utm-ep.783402018-08-26T11:51:56Z Flexural behavior of permanent precast formwork beams 2014-01 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 http://eprints.utm.my/id/eprint/78340/ http://eprints.utm.my/id/eprint/78340/1/NurulsiqqinAishahMdYusufMFKA2014.pdf application/pdf en public http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:79997 masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering |
| institution |
Universiti Teknologi Malaysia |
| collection |
UTM Institutional Repository |
| language |
English |
| topic |
TA Engineering (General) Civil engineering (General) |
| spellingShingle |
TA Engineering (General) Civil engineering (General) Md. Yusuf, Nurulsiqqin Aishah Flexural behavior of permanent precast formwork beams |
| 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. |
| format |
Thesis |
| qualification_level |
Master's degree |
| author |
Md. Yusuf, Nurulsiqqin Aishah |
| author_facet |
Md. Yusuf, Nurulsiqqin Aishah |
| author_sort |
Md. Yusuf, Nurulsiqqin Aishah |
| title |
Flexural behavior of permanent precast formwork beams |
| title_short |
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_sort |
flexural behavior of permanent precast formwork beams |
| granting_institution |
Universiti Teknologi Malaysia, Faculty of Civil Engineering |
| granting_department |
Faculty of Civil Engineering |
| publishDate |
2014 |
| url |
http://eprints.utm.my/id/eprint/78340/1/NurulsiqqinAishahMdYusufMFKA2014.pdf |
| _version_ |
1747817965341900800 |