Bond stress system of composite concrete—timber beams
Abstract Composite beams require an adequate connection system. This paper describes composite concrete-timber beams with a bonded connection system employing prestressed steel connectors. The connection is obtained by means of threaded steel bars inserted into the holes of timber and prestressed by...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Capozucca, Roberto [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
1998 |
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| Schlagwörter: |
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| Anmerkung: |
© RILEM 1998 |
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| Übergeordnetes Werk: |
Enthalten in: Materials and structures - Cachan : RILEM Publications SARL, 1968, 31(1998), 9 vom: 01. Nov., Seite 634-640 |
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| Übergeordnetes Werk: |
volume:31 ; year:1998 ; number:9 ; day:01 ; month:11 ; pages:634-640 |
| Links: |
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| DOI / URN: |
10.1007/BF02480615 |
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| Katalog-ID: |
SPR020556128 |
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| 100 | 1 | |a Capozucca, Roberto |e verfasserin |4 aut | |
| 245 | 1 | 0 | |a Bond stress system of composite concrete—timber beams |
| 264 | 1 | |c 1998 | |
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| 520 | |a Abstract Composite beams require an adequate connection system. This paper describes composite concrete-timber beams with a bonded connection system employing prestressed steel connectors. The connection is obtained by means of threaded steel bars inserted into the holes of timber and prestressed by a normal force. The connectors are able to transmit bond stresses between the two materials. This type of connection may be considered as rigid in the case of service loads. Experimental tests involving a composite concrete-timber beam and connection specimens were carried out. The test on the composite beam describes the bending behaviour up to failure; the connection specimens are used to evaluate the influence of age on the behaviour of the bond stress system utilised. | ||
| 650 | 4 | |a Timber |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Composite Beam |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Bond Stress |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Composite Section |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Bond Failure |7 (dpeaa)DE-He213 | |
| 773 | 0 | 8 | |i Enthalten in |t Materials and structures |d Cachan : RILEM Publications SARL, 1968 |g 31(1998), 9 vom: 01. Nov., Seite 634-640 |w (DE-627)356252612 |w (DE-600)2091922-0 |x 1871-6873 |7 nnns |
| 773 | 1 | 8 | |g volume:31 |g year:1998 |g number:9 |g day:01 |g month:11 |g pages:634-640 |
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1998 |
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1998 |
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10.1007/BF02480615 doi (DE-627)SPR020556128 (SPR)BF02480615-e DE-627 ger DE-627 rakwb eng Capozucca, Roberto verfasserin aut Bond stress system of composite concrete—timber beams 1998 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © RILEM 1998 Abstract Composite beams require an adequate connection system. This paper describes composite concrete-timber beams with a bonded connection system employing prestressed steel connectors. The connection is obtained by means of threaded steel bars inserted into the holes of timber and prestressed by a normal force. The connectors are able to transmit bond stresses between the two materials. This type of connection may be considered as rigid in the case of service loads. Experimental tests involving a composite concrete-timber beam and connection specimens were carried out. The test on the composite beam describes the bending behaviour up to failure; the connection specimens are used to evaluate the influence of age on the behaviour of the bond stress system utilised. Timber (dpeaa)DE-He213 Composite Beam (dpeaa)DE-He213 Bond Stress (dpeaa)DE-He213 Composite Section (dpeaa)DE-He213 Bond Failure (dpeaa)DE-He213 Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 31(1998), 9 vom: 01. Nov., Seite 634-640 (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:31 year:1998 number:9 day:01 month:11 pages:634-640 https://dx.doi.org/10.1007/BF02480615 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_121 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_206 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_374 GBV_ILN_602 GBV_ILN_636 GBV_ILN_647 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_2018 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_2043 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 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_2158 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2193 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_2808 GBV_ILN_4012 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4277 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_4346 GBV_ILN_4367 GBV_ILN_4393 GBV_ILN_4700 GBV_ILN_4753 AR 31 1998 9 01 11 634-640 |
| spelling |
10.1007/BF02480615 doi (DE-627)SPR020556128 (SPR)BF02480615-e DE-627 ger DE-627 rakwb eng Capozucca, Roberto verfasserin aut Bond stress system of composite concrete—timber beams 1998 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © RILEM 1998 Abstract Composite beams require an adequate connection system. This paper describes composite concrete-timber beams with a bonded connection system employing prestressed steel connectors. The connection is obtained by means of threaded steel bars inserted into the holes of timber and prestressed by a normal force. The connectors are able to transmit bond stresses between the two materials. This type of connection may be considered as rigid in the case of service loads. Experimental tests involving a composite concrete-timber beam and connection specimens were carried out. The test on the composite beam describes the bending behaviour up to failure; the connection specimens are used to evaluate the influence of age on the behaviour of the bond stress system utilised. Timber (dpeaa)DE-He213 Composite Beam (dpeaa)DE-He213 Bond Stress (dpeaa)DE-He213 Composite Section (dpeaa)DE-He213 Bond Failure (dpeaa)DE-He213 Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 31(1998), 9 vom: 01. Nov., Seite 634-640 (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:31 year:1998 number:9 day:01 month:11 pages:634-640 https://dx.doi.org/10.1007/BF02480615 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_121 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_206 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_374 GBV_ILN_602 GBV_ILN_636 GBV_ILN_647 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_2018 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_2043 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 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_2158 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2193 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_2808 GBV_ILN_4012 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4277 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_4346 GBV_ILN_4367 GBV_ILN_4393 GBV_ILN_4700 GBV_ILN_4753 AR 31 1998 9 01 11 634-640 |
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10.1007/BF02480615 doi (DE-627)SPR020556128 (SPR)BF02480615-e DE-627 ger DE-627 rakwb eng Capozucca, Roberto verfasserin aut Bond stress system of composite concrete—timber beams 1998 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © RILEM 1998 Abstract Composite beams require an adequate connection system. This paper describes composite concrete-timber beams with a bonded connection system employing prestressed steel connectors. The connection is obtained by means of threaded steel bars inserted into the holes of timber and prestressed by a normal force. The connectors are able to transmit bond stresses between the two materials. This type of connection may be considered as rigid in the case of service loads. Experimental tests involving a composite concrete-timber beam and connection specimens were carried out. The test on the composite beam describes the bending behaviour up to failure; the connection specimens are used to evaluate the influence of age on the behaviour of the bond stress system utilised. Timber (dpeaa)DE-He213 Composite Beam (dpeaa)DE-He213 Bond Stress (dpeaa)DE-He213 Composite Section (dpeaa)DE-He213 Bond Failure (dpeaa)DE-He213 Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 31(1998), 9 vom: 01. Nov., Seite 634-640 (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:31 year:1998 number:9 day:01 month:11 pages:634-640 https://dx.doi.org/10.1007/BF02480615 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_121 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_206 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_374 GBV_ILN_602 GBV_ILN_636 GBV_ILN_647 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_2018 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_2043 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 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_2158 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2193 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_2808 GBV_ILN_4012 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4277 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_4346 GBV_ILN_4367 GBV_ILN_4393 GBV_ILN_4700 GBV_ILN_4753 AR 31 1998 9 01 11 634-640 |
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10.1007/BF02480615 doi (DE-627)SPR020556128 (SPR)BF02480615-e DE-627 ger DE-627 rakwb eng Capozucca, Roberto verfasserin aut Bond stress system of composite concrete—timber beams 1998 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © RILEM 1998 Abstract Composite beams require an adequate connection system. This paper describes composite concrete-timber beams with a bonded connection system employing prestressed steel connectors. The connection is obtained by means of threaded steel bars inserted into the holes of timber and prestressed by a normal force. The connectors are able to transmit bond stresses between the two materials. This type of connection may be considered as rigid in the case of service loads. Experimental tests involving a composite concrete-timber beam and connection specimens were carried out. The test on the composite beam describes the bending behaviour up to failure; the connection specimens are used to evaluate the influence of age on the behaviour of the bond stress system utilised. Timber (dpeaa)DE-He213 Composite Beam (dpeaa)DE-He213 Bond Stress (dpeaa)DE-He213 Composite Section (dpeaa)DE-He213 Bond Failure (dpeaa)DE-He213 Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 31(1998), 9 vom: 01. Nov., Seite 634-640 (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:31 year:1998 number:9 day:01 month:11 pages:634-640 https://dx.doi.org/10.1007/BF02480615 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_121 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_206 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_374 GBV_ILN_602 GBV_ILN_636 GBV_ILN_647 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_2018 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_2043 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 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_2158 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2193 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_2808 GBV_ILN_4012 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4277 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_4346 GBV_ILN_4367 GBV_ILN_4393 GBV_ILN_4700 GBV_ILN_4753 AR 31 1998 9 01 11 634-640 |
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10.1007/BF02480615 doi (DE-627)SPR020556128 (SPR)BF02480615-e DE-627 ger DE-627 rakwb eng Capozucca, Roberto verfasserin aut Bond stress system of composite concrete—timber beams 1998 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © RILEM 1998 Abstract Composite beams require an adequate connection system. This paper describes composite concrete-timber beams with a bonded connection system employing prestressed steel connectors. The connection is obtained by means of threaded steel bars inserted into the holes of timber and prestressed by a normal force. The connectors are able to transmit bond stresses between the two materials. This type of connection may be considered as rigid in the case of service loads. Experimental tests involving a composite concrete-timber beam and connection specimens were carried out. The test on the composite beam describes the bending behaviour up to failure; the connection specimens are used to evaluate the influence of age on the behaviour of the bond stress system utilised. Timber (dpeaa)DE-He213 Composite Beam (dpeaa)DE-He213 Bond Stress (dpeaa)DE-He213 Composite Section (dpeaa)DE-He213 Bond Failure (dpeaa)DE-He213 Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 31(1998), 9 vom: 01. Nov., Seite 634-640 (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:31 year:1998 number:9 day:01 month:11 pages:634-640 https://dx.doi.org/10.1007/BF02480615 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_121 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_206 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_374 GBV_ILN_602 GBV_ILN_636 GBV_ILN_647 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_2018 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_2043 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 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_2158 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2193 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_2808 GBV_ILN_4012 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4277 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_4346 GBV_ILN_4367 GBV_ILN_4393 GBV_ILN_4700 GBV_ILN_4753 AR 31 1998 9 01 11 634-640 |
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Enthalten in Materials and structures 31(1998), 9 vom: 01. Nov., Seite 634-640 volume:31 year:1998 number:9 day:01 month:11 pages:634-640 |
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Enthalten in Materials and structures 31(1998), 9 vom: 01. Nov., Seite 634-640 volume:31 year:1998 number:9 day:01 month:11 pages:634-640 |
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Capozucca, Roberto @@aut@@ |
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| author |
Capozucca, Roberto |
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Capozucca, Roberto misc Timber misc Composite Beam misc Bond Stress misc Composite Section misc Bond Failure Bond stress system of composite concrete—timber beams |
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Bond stress system of composite concrete—timber beams Timber (dpeaa)DE-He213 Composite Beam (dpeaa)DE-He213 Bond Stress (dpeaa)DE-He213 Composite Section (dpeaa)DE-He213 Bond Failure (dpeaa)DE-He213 |
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Elektronische Aufsätze Aufsätze Elektronische Ressource |
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Bond stress system of composite concrete—timber beams |
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Capozucca, Roberto |
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Materials and structures |
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1998 |
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Capozucca, Roberto |
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10.1007/BF02480615 |
| title_sort |
bond stress system of composite concrete—timber beams |
| title_auth |
Bond stress system of composite concrete—timber beams |
| abstract |
Abstract Composite beams require an adequate connection system. This paper describes composite concrete-timber beams with a bonded connection system employing prestressed steel connectors. The connection is obtained by means of threaded steel bars inserted into the holes of timber and prestressed by a normal force. The connectors are able to transmit bond stresses between the two materials. This type of connection may be considered as rigid in the case of service loads. Experimental tests involving a composite concrete-timber beam and connection specimens were carried out. The test on the composite beam describes the bending behaviour up to failure; the connection specimens are used to evaluate the influence of age on the behaviour of the bond stress system utilised. © RILEM 1998 |
| abstractGer |
Abstract Composite beams require an adequate connection system. This paper describes composite concrete-timber beams with a bonded connection system employing prestressed steel connectors. The connection is obtained by means of threaded steel bars inserted into the holes of timber and prestressed by a normal force. The connectors are able to transmit bond stresses between the two materials. This type of connection may be considered as rigid in the case of service loads. Experimental tests involving a composite concrete-timber beam and connection specimens were carried out. The test on the composite beam describes the bending behaviour up to failure; the connection specimens are used to evaluate the influence of age on the behaviour of the bond stress system utilised. © RILEM 1998 |
| abstract_unstemmed |
Abstract Composite beams require an adequate connection system. This paper describes composite concrete-timber beams with a bonded connection system employing prestressed steel connectors. The connection is obtained by means of threaded steel bars inserted into the holes of timber and prestressed by a normal force. The connectors are able to transmit bond stresses between the two materials. This type of connection may be considered as rigid in the case of service loads. Experimental tests involving a composite concrete-timber beam and connection specimens were carried out. The test on the composite beam describes the bending behaviour up to failure; the connection specimens are used to evaluate the influence of age on the behaviour of the bond stress system utilised. © RILEM 1998 |
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9 |
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Bond stress system of composite concrete—timber beams |
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https://dx.doi.org/10.1007/BF02480615 |
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2024-07-03T16:49:43.466Z |
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|
| score |
7.401 |