A Novel Z Profile of Pultruded Glass-Fibre-Reinforced Polymer Beams for Purlins
Purlins made from galvanised steel in fertiliser warehouses have often been considered less efficient, necessitating a new purlin made using corrosion-resistant material to increase building efficiency. This study was an attempt to design a nine-metre purlin from glass-fibre-reinforced polymer (GFRP...
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| Veröffentlicht in: | Sustainability 2022-05, Vol.14 (10), p.5862 |
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| creator | Setyanto, Djoko Antonio, Yohanes Adeatma Darmawan, Marten Ubaidillah, Ubaidillah |
| description | Purlins made from galvanised steel in fertiliser warehouses have often been considered less efficient, necessitating a new purlin made using corrosion-resistant material to increase building efficiency. This study was an attempt to design a nine-metre purlin from glass-fibre-reinforced polymer (GFRP) composite material for a new fertiliser warehouse in Bontang-East Kalimantan, Indonesia. The purlin design selected in this study was the Z profile of pultruded beams from GFRP composite material that met the criteria of an efficient purlin, such as corrosion resistance, compact stacking, and ability to withstand technical loads. In particular, the Z profile becomes compact when stacked, and the GFRP material used is corrosion-resistant yet affordable. The primary materials for GFRP composites consist of long yarn glass fibre bundles for reinforcement and unsaturated polyester resin (UPR) for the matrix. Material strength modelling was based on analytical and finite element approaches. The analysis shows that the most considerable normal stress of “64.41 MPa” occurred at the two fixed end supports, while the most significant deflection of “45.9 mm” occurred at the mid-span of the purlin structure. The purlin structure was considered safe, as the strength and deflection were below the threshold. Thus, the Z profile of the pultruded purlin beams built using the GFRP composite material meets the technical criteria. |
| doi_str_mv | 10.3390/su14105862 |
| format | Article |
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This study was an attempt to design a nine-metre purlin from glass-fibre-reinforced polymer (GFRP) composite material for a new fertiliser warehouse in Bontang-East Kalimantan, Indonesia. The purlin design selected in this study was the Z profile of pultruded beams from GFRP composite material that met the criteria of an efficient purlin, such as corrosion resistance, compact stacking, and ability to withstand technical loads. In particular, the Z profile becomes compact when stacked, and the GFRP material used is corrosion-resistant yet affordable. The primary materials for GFRP composites consist of long yarn glass fibre bundles for reinforcement and unsaturated polyester resin (UPR) for the matrix. Material strength modelling was based on analytical and finite element approaches. The analysis shows that the most considerable normal stress of “64.41 MPa” occurred at the two fixed end supports, while the most significant deflection of “45.9 mm” occurred at the mid-span of the purlin structure. The purlin structure was considered safe, as the strength and deflection were below the threshold. Thus, the Z profile of the pultruded purlin beams built using the GFRP composite material meets the technical criteria.</description><identifier>ISSN: 2071-1050</identifier><identifier>EISSN: 2071-1050</identifier><identifier>DOI: 10.3390/su14105862</identifier><language>eng</language><publisher>Basel: MDPI AG</publisher><subject>Composite materials ; Construction ; Corrosion ; Corrosion resistance ; Cost control ; Criteria ; Deflection ; Factories ; Fertilizers ; Fiber reinforced polymers ; Galvanized steels ; Glass fiber reinforced plastics ; Joists ; Load ; Mechanical properties ; Polyester resins ; Polymer matrix composites ; Polymers ; Roofing ; Shear strength ; Shear stress ; Stress concentration ; Sustainability ; Tensile strength ; Warehouses</subject><ispartof>Sustainability, 2022-05, Vol.14 (10), p.5862</ispartof><rights>2022 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). 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This study was an attempt to design a nine-metre purlin from glass-fibre-reinforced polymer (GFRP) composite material for a new fertiliser warehouse in Bontang-East Kalimantan, Indonesia. The purlin design selected in this study was the Z profile of pultruded beams from GFRP composite material that met the criteria of an efficient purlin, such as corrosion resistance, compact stacking, and ability to withstand technical loads. In particular, the Z profile becomes compact when stacked, and the GFRP material used is corrosion-resistant yet affordable. The primary materials for GFRP composites consist of long yarn glass fibre bundles for reinforcement and unsaturated polyester resin (UPR) for the matrix. Material strength modelling was based on analytical and finite element approaches. The analysis shows that the most considerable normal stress of “64.41 MPa” occurred at the two fixed end supports, while the most significant deflection of “45.9 mm” occurred at the mid-span of the purlin structure. The purlin structure was considered safe, as the strength and deflection were below the threshold. Thus, the Z profile of the pultruded purlin beams built using the GFRP composite material meets the technical criteria.</description><subject>Composite materials</subject><subject>Construction</subject><subject>Corrosion</subject><subject>Corrosion resistance</subject><subject>Cost control</subject><subject>Criteria</subject><subject>Deflection</subject><subject>Factories</subject><subject>Fertilizers</subject><subject>Fiber reinforced polymers</subject><subject>Galvanized steels</subject><subject>Glass fiber reinforced plastics</subject><subject>Joists</subject><subject>Load</subject><subject>Mechanical properties</subject><subject>Polyester resins</subject><subject>Polymer matrix composites</subject><subject>Polymers</subject><subject>Roofing</subject><subject>Shear strength</subject><subject>Shear stress</subject><subject>Stress concentration</subject><subject>Sustainability</subject><subject>Tensile strength</subject><subject>Warehouses</subject><issn>2071-1050</issn><issn>2071-1050</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2022</creationdate><recordtype>article</recordtype><sourceid>BENPR</sourceid><recordid>eNpNUE1LAzEQDaJgqb34CwLehNV8bjbHWmwVil1EL16WbHYCW7JNTbpC_72RCjqXmfd4M_N4CF1Tcse5JvdppIISWZXsDE0YUbTIiJz_my_RLKUtycU51bScoM0cv4Qv8PgD1zG43gMODtejP8Sxgw6vvEmpWPZthOIV-p0L0Wa6Dv44QMQPYIaEM5lXou936QpdOOMTzH77FL0vH98WT8V6s3pezNeFZVoeCqckA1ZxLSyTFoRgRJpWKCBSZnfAZSmEM60yrHVGU6uNsB0lTnRKCaf5FN2c7u5j-BwhHZptGOMuv2xYqYgoGa_KrLo9qWwMKUVwzT72g4nHhpLmJ7PmLzP-DQ2_XK0</recordid><startdate>20220501</startdate><enddate>20220501</enddate><creator>Setyanto, Djoko</creator><creator>Antonio, Yohanes Adeatma</creator><creator>Darmawan, Marten</creator><creator>Ubaidillah, Ubaidillah</creator><general>MDPI AG</general><scope>AAYXX</scope><scope>CITATION</scope><scope>4U-</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><orcidid>https://orcid.org/0000-0002-7190-5849</orcidid><orcidid>https://orcid.org/0000-0003-2598-0271</orcidid></search><sort><creationdate>20220501</creationdate><title>A Novel Z Profile of Pultruded Glass-Fibre-Reinforced Polymer Beams for Purlins</title><author>Setyanto, Djoko ; 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This study was an attempt to design a nine-metre purlin from glass-fibre-reinforced polymer (GFRP) composite material for a new fertiliser warehouse in Bontang-East Kalimantan, Indonesia. The purlin design selected in this study was the Z profile of pultruded beams from GFRP composite material that met the criteria of an efficient purlin, such as corrosion resistance, compact stacking, and ability to withstand technical loads. In particular, the Z profile becomes compact when stacked, and the GFRP material used is corrosion-resistant yet affordable. The primary materials for GFRP composites consist of long yarn glass fibre bundles for reinforcement and unsaturated polyester resin (UPR) for the matrix. Material strength modelling was based on analytical and finite element approaches. The analysis shows that the most considerable normal stress of “64.41 MPa” occurred at the two fixed end supports, while the most significant deflection of “45.9 mm” occurred at the mid-span of the purlin structure. The purlin structure was considered safe, as the strength and deflection were below the threshold. Thus, the Z profile of the pultruded purlin beams built using the GFRP composite material meets the technical criteria.</abstract><cop>Basel</cop><pub>MDPI AG</pub><doi>10.3390/su14105862</doi><orcidid>https://orcid.org/0000-0002-7190-5849</orcidid><orcidid>https://orcid.org/0000-0003-2598-0271</orcidid><oa>free_for_read</oa></addata></record> |
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| ispartof | Sustainability, 2022-05, Vol.14 (10), p.5862 |
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| source | MDPI - Multidisciplinary Digital Publishing Institute; EZB Electronic Journals Library |
| subjects | Composite materials Construction Corrosion Corrosion resistance Cost control Criteria Deflection Factories Fertilizers Fiber reinforced polymers Galvanized steels Glass fiber reinforced plastics Joists Load Mechanical properties Polyester resins Polymer matrix composites Polymers Roofing Shear strength Shear stress Stress concentration Sustainability Tensile strength Warehouses |
| title | A Novel Z Profile of Pultruded Glass-Fibre-Reinforced Polymer Beams for Purlins |
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