Failure modes and trend curves for load capacity and stiffness of OSB panels subjected to concentrated load
Abstract The determination of the concentrated load performance of floor panels from concentrated load tests is useful in their load capacity and stiffness ratings by floor-panel manufacturers. Concentrated load tests of 18-mm thick one-way spanning simply supported oriented strand board (OSB) panel...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Thomas, W. H. [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2003 |
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| Schlagwörter: |
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| Anmerkung: |
© RILEM 2003 |
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| Übergeordnetes Werk: |
Enthalten in: Materials and structures - Cachan : RILEM Publications SARL, 1968, 36(2003), 1 vom: 01. Jan., Seite 68-72 |
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| Übergeordnetes Werk: |
volume:36 ; year:2003 ; number:1 ; day:01 ; month:01 ; pages:68-72 |
| Links: |
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| DOI / URN: |
10.1007/BF02481573 |
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| Katalog-ID: |
SPR020556438 |
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| 100 | 1 | |a Thomas, W. H. |e verfasserin |4 aut | |
| 245 | 1 | 0 | |a Failure modes and trend curves for load capacity and stiffness of OSB panels subjected to concentrated load |
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| 520 | |a Abstract The determination of the concentrated load performance of floor panels from concentrated load tests is useful in their load capacity and stiffness ratings by floor-panel manufacturers. Concentrated load tests of 18-mm thick one-way spanning simply supported oriented strand board (OSB) panels with ratios of span to thickness of 16.7, 25.0 and 33.3 have been carried out in order to characterise the trends in the stiffness, load capacity and type of failure of the panels. The panels exhibited punching shear-type failures. Linear equations have been fitted to the graphs of stiffness versus ratio of thickness to span squared and to the load capacity versus ratio of thickness to span. Linear relationships between stiffness versus ratio of thickness to span squared and load capacity versus ratio of thickness to span are predicted for continuous and fixed-edge panels. In the light of the extensive use of computerised design programmes and the preference for formulae in new design Standards and Codes, the determination and publication of these concentrated load capacity and stiffness formulae for floor panels should be invaluable to designers. | ||
| 650 | 4 | |a Load Capacity |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Concentrate Load |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Test Panel |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Oriented Strand Board |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Floor Panel |7 (dpeaa)DE-He213 | |
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10.1007/BF02481573 doi (DE-627)SPR020556438 (SPR)BF02481573-e DE-627 ger DE-627 rakwb eng Thomas, W. H. verfasserin aut Failure modes and trend curves for load capacity and stiffness of OSB panels subjected to concentrated load 2003 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © RILEM 2003 Abstract The determination of the concentrated load performance of floor panels from concentrated load tests is useful in their load capacity and stiffness ratings by floor-panel manufacturers. Concentrated load tests of 18-mm thick one-way spanning simply supported oriented strand board (OSB) panels with ratios of span to thickness of 16.7, 25.0 and 33.3 have been carried out in order to characterise the trends in the stiffness, load capacity and type of failure of the panels. The panels exhibited punching shear-type failures. Linear equations have been fitted to the graphs of stiffness versus ratio of thickness to span squared and to the load capacity versus ratio of thickness to span. Linear relationships between stiffness versus ratio of thickness to span squared and load capacity versus ratio of thickness to span are predicted for continuous and fixed-edge panels. In the light of the extensive use of computerised design programmes and the preference for formulae in new design Standards and Codes, the determination and publication of these concentrated load capacity and stiffness formulae for floor panels should be invaluable to designers. Load Capacity (dpeaa)DE-He213 Concentrate Load (dpeaa)DE-He213 Test Panel (dpeaa)DE-He213 Oriented Strand Board (dpeaa)DE-He213 Floor Panel (dpeaa)DE-He213 Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 36(2003), 1 vom: 01. Jan., Seite 68-72 (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:36 year:2003 number:1 day:01 month:01 pages:68-72 https://dx.doi.org/10.1007/BF02481573 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 36 2003 1 01 01 68-72 |
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10.1007/BF02481573 doi (DE-627)SPR020556438 (SPR)BF02481573-e DE-627 ger DE-627 rakwb eng Thomas, W. H. verfasserin aut Failure modes and trend curves for load capacity and stiffness of OSB panels subjected to concentrated load 2003 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © RILEM 2003 Abstract The determination of the concentrated load performance of floor panels from concentrated load tests is useful in their load capacity and stiffness ratings by floor-panel manufacturers. Concentrated load tests of 18-mm thick one-way spanning simply supported oriented strand board (OSB) panels with ratios of span to thickness of 16.7, 25.0 and 33.3 have been carried out in order to characterise the trends in the stiffness, load capacity and type of failure of the panels. The panels exhibited punching shear-type failures. Linear equations have been fitted to the graphs of stiffness versus ratio of thickness to span squared and to the load capacity versus ratio of thickness to span. Linear relationships between stiffness versus ratio of thickness to span squared and load capacity versus ratio of thickness to span are predicted for continuous and fixed-edge panels. In the light of the extensive use of computerised design programmes and the preference for formulae in new design Standards and Codes, the determination and publication of these concentrated load capacity and stiffness formulae for floor panels should be invaluable to designers. Load Capacity (dpeaa)DE-He213 Concentrate Load (dpeaa)DE-He213 Test Panel (dpeaa)DE-He213 Oriented Strand Board (dpeaa)DE-He213 Floor Panel (dpeaa)DE-He213 Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 36(2003), 1 vom: 01. Jan., Seite 68-72 (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:36 year:2003 number:1 day:01 month:01 pages:68-72 https://dx.doi.org/10.1007/BF02481573 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 36 2003 1 01 01 68-72 |
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10.1007/BF02481573 doi (DE-627)SPR020556438 (SPR)BF02481573-e DE-627 ger DE-627 rakwb eng Thomas, W. H. verfasserin aut Failure modes and trend curves for load capacity and stiffness of OSB panels subjected to concentrated load 2003 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © RILEM 2003 Abstract The determination of the concentrated load performance of floor panels from concentrated load tests is useful in their load capacity and stiffness ratings by floor-panel manufacturers. Concentrated load tests of 18-mm thick one-way spanning simply supported oriented strand board (OSB) panels with ratios of span to thickness of 16.7, 25.0 and 33.3 have been carried out in order to characterise the trends in the stiffness, load capacity and type of failure of the panels. The panels exhibited punching shear-type failures. Linear equations have been fitted to the graphs of stiffness versus ratio of thickness to span squared and to the load capacity versus ratio of thickness to span. Linear relationships between stiffness versus ratio of thickness to span squared and load capacity versus ratio of thickness to span are predicted for continuous and fixed-edge panels. In the light of the extensive use of computerised design programmes and the preference for formulae in new design Standards and Codes, the determination and publication of these concentrated load capacity and stiffness formulae for floor panels should be invaluable to designers. Load Capacity (dpeaa)DE-He213 Concentrate Load (dpeaa)DE-He213 Test Panel (dpeaa)DE-He213 Oriented Strand Board (dpeaa)DE-He213 Floor Panel (dpeaa)DE-He213 Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 36(2003), 1 vom: 01. Jan., Seite 68-72 (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:36 year:2003 number:1 day:01 month:01 pages:68-72 https://dx.doi.org/10.1007/BF02481573 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 36 2003 1 01 01 68-72 |
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10.1007/BF02481573 doi (DE-627)SPR020556438 (SPR)BF02481573-e DE-627 ger DE-627 rakwb eng Thomas, W. H. verfasserin aut Failure modes and trend curves for load capacity and stiffness of OSB panels subjected to concentrated load 2003 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © RILEM 2003 Abstract The determination of the concentrated load performance of floor panels from concentrated load tests is useful in their load capacity and stiffness ratings by floor-panel manufacturers. Concentrated load tests of 18-mm thick one-way spanning simply supported oriented strand board (OSB) panels with ratios of span to thickness of 16.7, 25.0 and 33.3 have been carried out in order to characterise the trends in the stiffness, load capacity and type of failure of the panels. The panels exhibited punching shear-type failures. Linear equations have been fitted to the graphs of stiffness versus ratio of thickness to span squared and to the load capacity versus ratio of thickness to span. Linear relationships between stiffness versus ratio of thickness to span squared and load capacity versus ratio of thickness to span are predicted for continuous and fixed-edge panels. In the light of the extensive use of computerised design programmes and the preference for formulae in new design Standards and Codes, the determination and publication of these concentrated load capacity and stiffness formulae for floor panels should be invaluable to designers. Load Capacity (dpeaa)DE-He213 Concentrate Load (dpeaa)DE-He213 Test Panel (dpeaa)DE-He213 Oriented Strand Board (dpeaa)DE-He213 Floor Panel (dpeaa)DE-He213 Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 36(2003), 1 vom: 01. Jan., Seite 68-72 (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:36 year:2003 number:1 day:01 month:01 pages:68-72 https://dx.doi.org/10.1007/BF02481573 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 36 2003 1 01 01 68-72 |
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10.1007/BF02481573 doi (DE-627)SPR020556438 (SPR)BF02481573-e DE-627 ger DE-627 rakwb eng Thomas, W. H. verfasserin aut Failure modes and trend curves for load capacity and stiffness of OSB panels subjected to concentrated load 2003 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © RILEM 2003 Abstract The determination of the concentrated load performance of floor panels from concentrated load tests is useful in their load capacity and stiffness ratings by floor-panel manufacturers. Concentrated load tests of 18-mm thick one-way spanning simply supported oriented strand board (OSB) panels with ratios of span to thickness of 16.7, 25.0 and 33.3 have been carried out in order to characterise the trends in the stiffness, load capacity and type of failure of the panels. The panels exhibited punching shear-type failures. Linear equations have been fitted to the graphs of stiffness versus ratio of thickness to span squared and to the load capacity versus ratio of thickness to span. Linear relationships between stiffness versus ratio of thickness to span squared and load capacity versus ratio of thickness to span are predicted for continuous and fixed-edge panels. In the light of the extensive use of computerised design programmes and the preference for formulae in new design Standards and Codes, the determination and publication of these concentrated load capacity and stiffness formulae for floor panels should be invaluable to designers. Load Capacity (dpeaa)DE-He213 Concentrate Load (dpeaa)DE-He213 Test Panel (dpeaa)DE-He213 Oriented Strand Board (dpeaa)DE-He213 Floor Panel (dpeaa)DE-He213 Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 36(2003), 1 vom: 01. Jan., Seite 68-72 (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:36 year:2003 number:1 day:01 month:01 pages:68-72 https://dx.doi.org/10.1007/BF02481573 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 36 2003 1 01 01 68-72 |
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| author |
Thomas, W. H. |
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Thomas, W. H. misc Load Capacity misc Concentrate Load misc Test Panel misc Oriented Strand Board misc Floor Panel Failure modes and trend curves for load capacity and stiffness of OSB panels subjected to concentrated load |
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Failure modes and trend curves for load capacity and stiffness of OSB panels subjected to concentrated load Load Capacity (dpeaa)DE-He213 Concentrate Load (dpeaa)DE-He213 Test Panel (dpeaa)DE-He213 Oriented Strand Board (dpeaa)DE-He213 Floor Panel (dpeaa)DE-He213 |
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misc Load Capacity misc Concentrate Load misc Test Panel misc Oriented Strand Board misc Floor Panel |
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misc Load Capacity misc Concentrate Load misc Test Panel misc Oriented Strand Board misc Floor Panel |
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Elektronische Aufsätze Aufsätze Elektronische Ressource |
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Failure modes and trend curves for load capacity and stiffness of OSB panels subjected to concentrated load |
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Failure modes and trend curves for load capacity and stiffness of OSB panels subjected to concentrated load |
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Thomas, W. H. |
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Materials and structures |
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Thomas, W. H. |
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10.1007/BF02481573 |
| title_sort |
failure modes and trend curves for load capacity and stiffness of osb panels subjected to concentrated load |
| title_auth |
Failure modes and trend curves for load capacity and stiffness of OSB panels subjected to concentrated load |
| abstract |
Abstract The determination of the concentrated load performance of floor panels from concentrated load tests is useful in their load capacity and stiffness ratings by floor-panel manufacturers. Concentrated load tests of 18-mm thick one-way spanning simply supported oriented strand board (OSB) panels with ratios of span to thickness of 16.7, 25.0 and 33.3 have been carried out in order to characterise the trends in the stiffness, load capacity and type of failure of the panels. The panels exhibited punching shear-type failures. Linear equations have been fitted to the graphs of stiffness versus ratio of thickness to span squared and to the load capacity versus ratio of thickness to span. Linear relationships between stiffness versus ratio of thickness to span squared and load capacity versus ratio of thickness to span are predicted for continuous and fixed-edge panels. In the light of the extensive use of computerised design programmes and the preference for formulae in new design Standards and Codes, the determination and publication of these concentrated load capacity and stiffness formulae for floor panels should be invaluable to designers. © RILEM 2003 |
| abstractGer |
Abstract The determination of the concentrated load performance of floor panels from concentrated load tests is useful in their load capacity and stiffness ratings by floor-panel manufacturers. Concentrated load tests of 18-mm thick one-way spanning simply supported oriented strand board (OSB) panels with ratios of span to thickness of 16.7, 25.0 and 33.3 have been carried out in order to characterise the trends in the stiffness, load capacity and type of failure of the panels. The panels exhibited punching shear-type failures. Linear equations have been fitted to the graphs of stiffness versus ratio of thickness to span squared and to the load capacity versus ratio of thickness to span. Linear relationships between stiffness versus ratio of thickness to span squared and load capacity versus ratio of thickness to span are predicted for continuous and fixed-edge panels. In the light of the extensive use of computerised design programmes and the preference for formulae in new design Standards and Codes, the determination and publication of these concentrated load capacity and stiffness formulae for floor panels should be invaluable to designers. © RILEM 2003 |
| abstract_unstemmed |
Abstract The determination of the concentrated load performance of floor panels from concentrated load tests is useful in their load capacity and stiffness ratings by floor-panel manufacturers. Concentrated load tests of 18-mm thick one-way spanning simply supported oriented strand board (OSB) panels with ratios of span to thickness of 16.7, 25.0 and 33.3 have been carried out in order to characterise the trends in the stiffness, load capacity and type of failure of the panels. The panels exhibited punching shear-type failures. Linear equations have been fitted to the graphs of stiffness versus ratio of thickness to span squared and to the load capacity versus ratio of thickness to span. Linear relationships between stiffness versus ratio of thickness to span squared and load capacity versus ratio of thickness to span are predicted for continuous and fixed-edge panels. In the light of the extensive use of computerised design programmes and the preference for formulae in new design Standards and Codes, the determination and publication of these concentrated load capacity and stiffness formulae for floor panels should be invaluable to designers. © RILEM 2003 |
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Failure modes and trend curves for load capacity and stiffness of OSB panels subjected to concentrated load |
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https://dx.doi.org/10.1007/BF02481573 |
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