Behaviour prediction of glued laminated timber beam made of different hardwood laminations using transformed section
Glued laminated (glulam) timber structural member is one of the earliest engineered structural woods. A glulam member is primarily wood lamination combined into the desired structural member. The laminations of glulam member may be of any thickness or length; narrow pieces glued edge to edge to form...
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| Format: | Book Section |
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Penerbit UTM
2008
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| _version_ | 1796855633205526528 |
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| author | Abu Bakar, Suhaimi Gan, Chiew Leng |
| author_facet | Abu Bakar, Suhaimi Gan, Chiew Leng |
| author_sort | Abu Bakar, Suhaimi |
| collection | ePrints |
| description | Glued laminated (glulam) timber structural member is one of the earliest engineered structural woods. A glulam member is primarily wood lamination combined into the desired structural member. The laminations of glulam member may be of any thickness or length; narrow pieces glued edge to edge to form a wide glulam, lamination made up of different wood species, or curve laminations (Freas, Selbo (1954)). Due to the limited size of tree, solid timbers sizes are limited. Therefore in cases where beam with long span, larger size, larger load factors and beam with more curvature is needed, glulam is a viable choice. This is as glulam retain properties similar to sawn solid wood (SIRIM (2001)). |
| first_indexed | 2024-03-05T18:31:25Z |
| format | Book Section |
| id | utm.eprints-17024 |
| institution | Universiti Teknologi Malaysia - ePrints |
| last_indexed | 2024-03-05T18:31:25Z |
| publishDate | 2008 |
| publisher | Penerbit UTM |
| record_format | dspace |
| spelling | utm.eprints-170242017-02-05T00:50:39Z http://eprints.utm.my/17024/ Behaviour prediction of glued laminated timber beam made of different hardwood laminations using transformed section Abu Bakar, Suhaimi Gan, Chiew Leng TA Engineering (General). Civil engineering (General) Glued laminated (glulam) timber structural member is one of the earliest engineered structural woods. A glulam member is primarily wood lamination combined into the desired structural member. The laminations of glulam member may be of any thickness or length; narrow pieces glued edge to edge to form a wide glulam, lamination made up of different wood species, or curve laminations (Freas, Selbo (1954)). Due to the limited size of tree, solid timbers sizes are limited. Therefore in cases where beam with long span, larger size, larger load factors and beam with more curvature is needed, glulam is a viable choice. This is as glulam retain properties similar to sawn solid wood (SIRIM (2001)). Penerbit UTM 2008 Book Section PeerReviewed Abu Bakar, Suhaimi and Gan, Chiew Leng (2008) Behaviour prediction of glued laminated timber beam made of different hardwood laminations using transformed section. In: Mechanical Properties And Bending Strength Theory For Malaysian Structural Timber. Penerbit UTM , Johor, pp. 83-93. ISBN 978-983-52-0567-5 |
| spellingShingle | TA Engineering (General). Civil engineering (General) Abu Bakar, Suhaimi Gan, Chiew Leng Behaviour prediction of glued laminated timber beam made of different hardwood laminations using transformed section |
| title | Behaviour prediction of glued laminated timber beam made of different hardwood laminations using transformed section |
| title_full | Behaviour prediction of glued laminated timber beam made of different hardwood laminations using transformed section |
| title_fullStr | Behaviour prediction of glued laminated timber beam made of different hardwood laminations using transformed section |
| title_full_unstemmed | Behaviour prediction of glued laminated timber beam made of different hardwood laminations using transformed section |
| title_short | Behaviour prediction of glued laminated timber beam made of different hardwood laminations using transformed section |
| title_sort | behaviour prediction of glued laminated timber beam made of different hardwood laminations using transformed section |
| topic | TA Engineering (General). Civil engineering (General) |
| work_keys_str_mv | AT abubakarsuhaimi behaviourpredictionofgluedlaminatedtimberbeammadeofdifferenthardwoodlaminationsusingtransformedsection AT ganchiewleng behaviourpredictionofgluedlaminatedtimberbeammadeofdifferenthardwoodlaminationsusingtransformedsection |