Static bending performance on flatwise direction of Mengkulang and Kasai LVL beam in structural size
Most of hardwoods in Malaysia is well known as strong and good as construction materials but listed under higher strength group which limited and expensive. Laminated veneer lumber (LVL) is one type of engineered wood product which displayed good mechanical properties as structure component. The pap...
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| creator | Noh, Nur Ilya Farhana Md Kim, Tan Khai Bhkari, Norshariza Md Ahmad, Zakiah Chen, Lum Wei Lin, Ng Jing Chai, Lee Jin Razman, Ruzaimah |
| description | Most of hardwoods in Malaysia is well known as strong and good as construction materials but listed under higher strength group which limited and expensive. Laminated veneer lumber (LVL) is one type of engineered wood product which displayed good mechanical properties as structure component. The paper investigated the physical characteristics and static performance of LVL made from two species of hardwood timber, Kasai (Pometia spp), Mengkulang (Heritiera spp.) in structural size. These two species are from different Strength Group (SG) of timber, which Kasai from SG4 and Mengkulang from SG5. The LVL beams were tested at one loading directions, namely flatwise directions; and tested at two grain directions. MS 837:2006, and BS EN14279:2004+A1:2009 were referred for this study. The data shown that density value is highest for the Kasai samples compared to Mengkulang. In term of bending strength, Kasai also shown the highest strength and MOR values compared to Mengkulang. Samples tested on grain direction showed better performance compared to perpendicular grain. Flatwise loaded samples displayed almost similar MOE and MOR values. |
| doi_str_mv | 10.1063/5.0128166 |
| format | Conference Proceeding |
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Laminated veneer lumber (LVL) is one type of engineered wood product which displayed good mechanical properties as structure component. The paper investigated the physical characteristics and static performance of LVL made from two species of hardwood timber, Kasai (Pometia spp), Mengkulang (Heritiera spp.) in structural size. These two species are from different Strength Group (SG) of timber, which Kasai from SG4 and Mengkulang from SG5. The LVL beams were tested at one loading directions, namely flatwise directions; and tested at two grain directions. MS 837:2006, and BS EN14279:2004+A1:2009 were referred for this study. The data shown that density value is highest for the Kasai samples compared to Mengkulang. In term of bending strength, Kasai also shown the highest strength and MOR values compared to Mengkulang. Samples tested on grain direction showed better performance compared to perpendicular grain. Flatwise loaded samples displayed almost similar MOE and MOR values.</description><identifier>ISSN: 0094-243X</identifier><identifier>EISSN: 1551-7616</identifier><identifier>DOI: 10.1063/5.0128166</identifier><identifier>CODEN: APCPCS</identifier><language>eng</language><publisher>Melville: American Institute of Physics</publisher><subject>Bend strength ; Construction materials ; Hardwoods ; Mechanical properties ; Physical properties ; Timber</subject><ispartof>AIP conference proceedings, 2023, Vol.2608 (1)</ispartof><rights>Author(s)</rights><rights>2023 Author(s). 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Laminated veneer lumber (LVL) is one type of engineered wood product which displayed good mechanical properties as structure component. The paper investigated the physical characteristics and static performance of LVL made from two species of hardwood timber, Kasai (Pometia spp), Mengkulang (Heritiera spp.) in structural size. These two species are from different Strength Group (SG) of timber, which Kasai from SG4 and Mengkulang from SG5. The LVL beams were tested at one loading directions, namely flatwise directions; and tested at two grain directions. MS 837:2006, and BS EN14279:2004+A1:2009 were referred for this study. The data shown that density value is highest for the Kasai samples compared to Mengkulang. In term of bending strength, Kasai also shown the highest strength and MOR values compared to Mengkulang. Samples tested on grain direction showed better performance compared to perpendicular grain. Flatwise loaded samples displayed almost similar MOE and MOR values.</description><subject>Bend strength</subject><subject>Construction materials</subject><subject>Hardwoods</subject><subject>Mechanical properties</subject><subject>Physical properties</subject><subject>Timber</subject><issn>0094-243X</issn><issn>1551-7616</issn><fulltext>true</fulltext><rsrctype>conference_proceeding</rsrctype><creationdate>2023</creationdate><recordtype>conference_proceeding</recordtype><recordid>eNp90EtLxDAQB_AgCq6rB79BwJvQNY8mbY-y-MKKBx94C2kzWbK2aU1aRT-9XXbBm6eBmR8zzB-hU0oWlEh-IRaEspxKuYdmVAiaZJLKfTQjpEgTlvK3Q3QU45oQVmRZPkPmadCDq3EF3ji_wj0E24VW-xpw57Ft9PDlImDjAtSDm1qdxQ_gV-9joyevvcH3OmqHy9dy2qJb7DyOQxjrYQy6wdH9wDE6sLqJcLKrc_RyffW8vE3Kx5u75WWZ9IxwmdRWSKhyywQzUpCMZ8aa3FpeSSOmASU0Z6QAVnDLhdYThCqrSAbAwZqUz9HZdm8fuo8R4qDW3Rj8dFKxnKVFzmQqJnW-VbF2m-c7r_rgWh2-FSVqk6ISapfif_izC39Q9cbyX0HRc7g</recordid><startdate>20230612</startdate><enddate>20230612</enddate><creator>Noh, Nur Ilya Farhana Md</creator><creator>Kim, Tan Khai</creator><creator>Bhkari, Norshariza Md</creator><creator>Ahmad, Zakiah</creator><creator>Chen, Lum Wei</creator><creator>Lin, Ng Jing</creator><creator>Chai, Lee Jin</creator><creator>Razman, Ruzaimah</creator><general>American Institute of Physics</general><scope>8FD</scope><scope>H8D</scope><scope>L7M</scope></search><sort><creationdate>20230612</creationdate><title>Static bending performance on flatwise direction of Mengkulang and Kasai LVL beam in structural size</title><author>Noh, Nur Ilya Farhana Md ; Kim, Tan Khai ; Bhkari, Norshariza Md ; Ahmad, Zakiah ; Chen, Lum Wei ; Lin, Ng Jing ; Chai, Lee Jin ; Razman, Ruzaimah</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-p2036-cf56eb8f252d650737dfd8ff3b6d5eb81018209e293f35aaf25eb7b07ee3efd43</frbrgroupid><rsrctype>conference_proceedings</rsrctype><prefilter>conference_proceedings</prefilter><language>eng</language><creationdate>2023</creationdate><topic>Bend strength</topic><topic>Construction materials</topic><topic>Hardwoods</topic><topic>Mechanical properties</topic><topic>Physical properties</topic><topic>Timber</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Noh, Nur Ilya Farhana Md</creatorcontrib><creatorcontrib>Kim, Tan Khai</creatorcontrib><creatorcontrib>Bhkari, Norshariza Md</creatorcontrib><creatorcontrib>Ahmad, Zakiah</creatorcontrib><creatorcontrib>Chen, Lum Wei</creatorcontrib><creatorcontrib>Lin, Ng Jing</creatorcontrib><creatorcontrib>Chai, Lee Jin</creatorcontrib><creatorcontrib>Razman, Ruzaimah</creatorcontrib><collection>Technology Research Database</collection><collection>Aerospace Database</collection><collection>Advanced Technologies Database with Aerospace</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Noh, Nur Ilya Farhana Md</au><au>Kim, Tan Khai</au><au>Bhkari, Norshariza Md</au><au>Ahmad, Zakiah</au><au>Chen, Lum Wei</au><au>Lin, Ng Jing</au><au>Chai, Lee Jin</au><au>Razman, Ruzaimah</au><au>Wahab, Mohd Helmy Abd</au><au>Mustafa, Wan Azani Wan</au><au>Al-Saggoff, Syed Zulkarnain Syed Idrus</au><au>Jamlos, Mohd Aminudin</au><format>book</format><genre>proceeding</genre><ristype>CONF</ristype><atitle>Static bending performance on flatwise direction of Mengkulang and Kasai LVL beam in structural size</atitle><btitle>AIP conference proceedings</btitle><date>2023-06-12</date><risdate>2023</risdate><volume>2608</volume><issue>1</issue><issn>0094-243X</issn><eissn>1551-7616</eissn><coden>APCPCS</coden><abstract>Most of hardwoods in Malaysia is well known as strong and good as construction materials but listed under higher strength group which limited and expensive. Laminated veneer lumber (LVL) is one type of engineered wood product which displayed good mechanical properties as structure component. The paper investigated the physical characteristics and static performance of LVL made from two species of hardwood timber, Kasai (Pometia spp), Mengkulang (Heritiera spp.) in structural size. These two species are from different Strength Group (SG) of timber, which Kasai from SG4 and Mengkulang from SG5. The LVL beams were tested at one loading directions, namely flatwise directions; and tested at two grain directions. MS 837:2006, and BS EN14279:2004+A1:2009 were referred for this study. The data shown that density value is highest for the Kasai samples compared to Mengkulang. In term of bending strength, Kasai also shown the highest strength and MOR values compared to Mengkulang. Samples tested on grain direction showed better performance compared to perpendicular grain. Flatwise loaded samples displayed almost similar MOE and MOR values.</abstract><cop>Melville</cop><pub>American Institute of Physics</pub><doi>10.1063/5.0128166</doi><tpages>5</tpages><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0094-243X |
| ispartof | AIP conference proceedings, 2023, Vol.2608 (1) |
| issn | 0094-243X 1551-7616 |
| language | eng |
| recordid | cdi_scitation_primary_10_1063_5_0128166 |
| source | AIP Journals Complete |
| subjects | Bend strength Construction materials Hardwoods Mechanical properties Physical properties Timber |
| title | Static bending performance on flatwise direction of Mengkulang and Kasai LVL beam in structural size |
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