A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Bending Behavior of Splice Connection for Mengkulang Glued Laminated Timber Beam
This paper presents the experimental bending strength of steel dowelled splice glulam timber made of 'Mengkulang' species. Bending tests were conducted under a four-point bending load. Six (6) glulam specimens with 45mm x 90mm x 1800mm were loaded. Three (3) specimens were full beams as the control and three (3) splice beams dowelled with grade 8.8; 20 mm diameter steel rod. The embedded length of the steel dowel was 60mm and glued at 2mm thickness on both sides. Results show that the bending strength of the glulam control beam performed 74.18% higher than the splice beams with an increment of 58.26% displacement. Keywords: Structural material, flexural strength, failure mode, dowelled connection eISSN: 2398-4287© 2021. The Authors. Published for AMER ABRA cE-Bs by e-International Publishing House, Ltd., UK. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/). Peer–review under responsibility of AMER (Association of Malaysian Environment-Behaviour Researchers), ABRA (Association of Behavioural Researchers on Asians/Africans/Arabians) and cE-Bs (Centre for Environment-Behaviour Studies), Faculty of Architecture, Planning & Surveying, Universiti Teknologi MARA, Malaysia. DOI: https://doi.org/10.21834/ebpj.v6iSI4.3029
Bending Behavior of Splice Connection for Mengkulang Glued Laminated Timber Beam
This paper presents the experimental bending strength of steel dowelled splice glulam timber made of 'Mengkulang' species. Bending tests were conducted under a four-point bending load. Six (6) glulam specimens with 45mm x 90mm x 1800mm were loaded. Three (3) specimens were full beams as the control and three (3) splice beams dowelled with grade 8.8; 20 mm diameter steel rod. The embedded length of the steel dowel was 60mm and glued at 2mm thickness on both sides. Results show that the bending strength of the glulam control beam performed 74.18% higher than the splice beams with an increment of 58.26% displacement. Keywords: Structural material, flexural strength, failure mode, dowelled connection eISSN: 2398-4287© 2021. The Authors. Published for AMER ABRA cE-Bs by e-International Publishing House, Ltd., UK. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/). Peer–review under responsibility of AMER (Association of Malaysian Environment-Behaviour Researchers), ABRA (Association of Behavioural Researchers on Asians/Africans/Arabians) and cE-Bs (Centre for Environment-Behaviour Studies), Faculty of Architecture, Planning & Surveying, Universiti Teknologi MARA, Malaysia. DOI: https://doi.org/10.21834/ebpj.v6iSI4.3029
Bending Behavior of Splice Connection for Mengkulang Glued Laminated Timber Beam
Hassan, Rohana (author) / Raja Husin, Tengku Anita (author) / Abd Malek, Nor Jihan (author) / Salit, Mohd Sapuan (author)
2021-07-31
doi:10.21834/ebpj.v6iSI4.3029
Environment-Behaviour Proceedings Journal; Vol. 6 No. SI4 (2021): Jul. Special Issue No. 4. CSSR2019PulauPinang, 04-05 Dec 2019; 215-222 ; 2398-4287 ; 10.21834/ebpj.v6iSI4
Article (Journal)
Electronic Resource
English
DDC:
690
Experimental investigation of glued laminated timber beam-to-beam connection
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METHOD TO MANUFACTURE CONSTRUCTION GLUED LAMINATED TIMBER AND CONSTRUCTION GLUED LAMINATED TIMBER
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