Experimental and theoretical evaluation of TCC connections with inclined self-tapping screws

Abstract Timber-concrete composite (TCC) structures have become a wide-spread technique to realize new composite floors or improve existing ones. The key-point to guarantee adequate mechanical performance to these composite structures is the use of connectors characterized by adequate strength and s...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Marchi, Luca [verfasserIn] Scotta, Roberto Pozza, Luca

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2017

Schlagwörter:	Timber-concrete connection Inclined screws Composite beams Push-out tests

Anmerkung:	© RILEM 2017

Übergeordnetes Werk:	Enthalten in: Materials and structures - Cachan : RILEM Publications SARL, 1968, 50(2017), 3 vom: 15. Mai
Übergeordnetes Werk:	volume:50 ; year:2017 ; number:3 ; day:15 ; month:05

Links:	Volltext

DOI / URN:	10.1617/s11527-017-1047-1

Katalog-ID:	SPR020578822

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520			\|a Abstract Timber-concrete composite (TCC) structures have become a wide-spread technique to realize new composite floors or improve existing ones. The key-point to guarantee adequate mechanical performance to these composite structures is the use of connectors characterized by adequate strength and stiffness between timber beam and concrete slab. Modern cylindrical connectors, such as self-tapping screws, are rising interest because they combine high performance mechanical properties and quickness of execution. In this paper, a simplified theoretical approach to calculate shear strength and stiffness of TCC joints made with inclined screws is suggested and compared to current design procedures. Furthermore, a report on short-term push-out tests of TCC joints realized with inclined self-tapping screws carried out varying fastener arrangement, diameter and concrete type is given. A comparison between the results obtained with the theoretical method and experimental tests is reported and critically discussed in terms of both strength and stiffness.
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publishDate	2017
allfields	10.1617/s11527-017-1047-1 doi (DE-627)SPR020578822 (SPR)s11527-017-1047-1-e DE-627 ger DE-627 rakwb eng Marchi, Luca verfasserin (orcid)0000-0003-0930-0483 aut Experimental and theoretical evaluation of TCC connections with inclined self-tapping screws 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © RILEM 2017 Abstract Timber-concrete composite (TCC) structures have become a wide-spread technique to realize new composite floors or improve existing ones. The key-point to guarantee adequate mechanical performance to these composite structures is the use of connectors characterized by adequate strength and stiffness between timber beam and concrete slab. Modern cylindrical connectors, such as self-tapping screws, are rising interest because they combine high performance mechanical properties and quickness of execution. In this paper, a simplified theoretical approach to calculate shear strength and stiffness of TCC joints made with inclined screws is suggested and compared to current design procedures. Furthermore, a report on short-term push-out tests of TCC joints realized with inclined self-tapping screws carried out varying fastener arrangement, diameter and concrete type is given. A comparison between the results obtained with the theoretical method and experimental tests is reported and critically discussed in terms of both strength and stiffness. Timber-concrete connection (dpeaa)DE-He213 Inclined screws (dpeaa)DE-He213 Composite beams (dpeaa)DE-He213 Push-out tests (dpeaa)DE-He213 Scotta, Roberto aut Pozza, Luca aut Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 50(2017), 3 vom: 15. Mai (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:50 year:2017 number:3 day:15 month:05 https://dx.doi.org/10.1617/s11527-017-1047-1 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 50 2017 3 15 05
spelling	10.1617/s11527-017-1047-1 doi (DE-627)SPR020578822 (SPR)s11527-017-1047-1-e DE-627 ger DE-627 rakwb eng Marchi, Luca verfasserin (orcid)0000-0003-0930-0483 aut Experimental and theoretical evaluation of TCC connections with inclined self-tapping screws 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © RILEM 2017 Abstract Timber-concrete composite (TCC) structures have become a wide-spread technique to realize new composite floors or improve existing ones. The key-point to guarantee adequate mechanical performance to these composite structures is the use of connectors characterized by adequate strength and stiffness between timber beam and concrete slab. Modern cylindrical connectors, such as self-tapping screws, are rising interest because they combine high performance mechanical properties and quickness of execution. In this paper, a simplified theoretical approach to calculate shear strength and stiffness of TCC joints made with inclined screws is suggested and compared to current design procedures. Furthermore, a report on short-term push-out tests of TCC joints realized with inclined self-tapping screws carried out varying fastener arrangement, diameter and concrete type is given. A comparison between the results obtained with the theoretical method and experimental tests is reported and critically discussed in terms of both strength and stiffness. Timber-concrete connection (dpeaa)DE-He213 Inclined screws (dpeaa)DE-He213 Composite beams (dpeaa)DE-He213 Push-out tests (dpeaa)DE-He213 Scotta, Roberto aut Pozza, Luca aut Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 50(2017), 3 vom: 15. Mai (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:50 year:2017 number:3 day:15 month:05 https://dx.doi.org/10.1617/s11527-017-1047-1 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 50 2017 3 15 05
allfields_unstemmed	10.1617/s11527-017-1047-1 doi (DE-627)SPR020578822 (SPR)s11527-017-1047-1-e DE-627 ger DE-627 rakwb eng Marchi, Luca verfasserin (orcid)0000-0003-0930-0483 aut Experimental and theoretical evaluation of TCC connections with inclined self-tapping screws 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © RILEM 2017 Abstract Timber-concrete composite (TCC) structures have become a wide-spread technique to realize new composite floors or improve existing ones. The key-point to guarantee adequate mechanical performance to these composite structures is the use of connectors characterized by adequate strength and stiffness between timber beam and concrete slab. Modern cylindrical connectors, such as self-tapping screws, are rising interest because they combine high performance mechanical properties and quickness of execution. In this paper, a simplified theoretical approach to calculate shear strength and stiffness of TCC joints made with inclined screws is suggested and compared to current design procedures. Furthermore, a report on short-term push-out tests of TCC joints realized with inclined self-tapping screws carried out varying fastener arrangement, diameter and concrete type is given. A comparison between the results obtained with the theoretical method and experimental tests is reported and critically discussed in terms of both strength and stiffness. Timber-concrete connection (dpeaa)DE-He213 Inclined screws (dpeaa)DE-He213 Composite beams (dpeaa)DE-He213 Push-out tests (dpeaa)DE-He213 Scotta, Roberto aut Pozza, Luca aut Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 50(2017), 3 vom: 15. Mai (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:50 year:2017 number:3 day:15 month:05 https://dx.doi.org/10.1617/s11527-017-1047-1 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 50 2017 3 15 05
allfieldsGer	10.1617/s11527-017-1047-1 doi (DE-627)SPR020578822 (SPR)s11527-017-1047-1-e DE-627 ger DE-627 rakwb eng Marchi, Luca verfasserin (orcid)0000-0003-0930-0483 aut Experimental and theoretical evaluation of TCC connections with inclined self-tapping screws 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © RILEM 2017 Abstract Timber-concrete composite (TCC) structures have become a wide-spread technique to realize new composite floors or improve existing ones. The key-point to guarantee adequate mechanical performance to these composite structures is the use of connectors characterized by adequate strength and stiffness between timber beam and concrete slab. Modern cylindrical connectors, such as self-tapping screws, are rising interest because they combine high performance mechanical properties and quickness of execution. In this paper, a simplified theoretical approach to calculate shear strength and stiffness of TCC joints made with inclined screws is suggested and compared to current design procedures. Furthermore, a report on short-term push-out tests of TCC joints realized with inclined self-tapping screws carried out varying fastener arrangement, diameter and concrete type is given. A comparison between the results obtained with the theoretical method and experimental tests is reported and critically discussed in terms of both strength and stiffness. Timber-concrete connection (dpeaa)DE-He213 Inclined screws (dpeaa)DE-He213 Composite beams (dpeaa)DE-He213 Push-out tests (dpeaa)DE-He213 Scotta, Roberto aut Pozza, Luca aut Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 50(2017), 3 vom: 15. Mai (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:50 year:2017 number:3 day:15 month:05 https://dx.doi.org/10.1617/s11527-017-1047-1 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 50 2017 3 15 05
allfieldsSound	10.1617/s11527-017-1047-1 doi (DE-627)SPR020578822 (SPR)s11527-017-1047-1-e DE-627 ger DE-627 rakwb eng Marchi, Luca verfasserin (orcid)0000-0003-0930-0483 aut Experimental and theoretical evaluation of TCC connections with inclined self-tapping screws 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © RILEM 2017 Abstract Timber-concrete composite (TCC) structures have become a wide-spread technique to realize new composite floors or improve existing ones. The key-point to guarantee adequate mechanical performance to these composite structures is the use of connectors characterized by adequate strength and stiffness between timber beam and concrete slab. Modern cylindrical connectors, such as self-tapping screws, are rising interest because they combine high performance mechanical properties and quickness of execution. In this paper, a simplified theoretical approach to calculate shear strength and stiffness of TCC joints made with inclined screws is suggested and compared to current design procedures. Furthermore, a report on short-term push-out tests of TCC joints realized with inclined self-tapping screws carried out varying fastener arrangement, diameter and concrete type is given. A comparison between the results obtained with the theoretical method and experimental tests is reported and critically discussed in terms of both strength and stiffness. Timber-concrete connection (dpeaa)DE-He213 Inclined screws (dpeaa)DE-He213 Composite beams (dpeaa)DE-He213 Push-out tests (dpeaa)DE-He213 Scotta, Roberto aut Pozza, Luca aut Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 50(2017), 3 vom: 15. Mai (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:50 year:2017 number:3 day:15 month:05 https://dx.doi.org/10.1617/s11527-017-1047-1 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 50 2017 3 15 05
language	English
source	Enthalten in Materials and structures 50(2017), 3 vom: 15. Mai volume:50 year:2017 number:3 day:15 month:05
sourceStr	Enthalten in Materials and structures 50(2017), 3 vom: 15. Mai volume:50 year:2017 number:3 day:15 month:05
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	Timber-concrete connection Inclined screws Composite beams Push-out tests
isfreeaccess_bool	false
container_title	Materials and structures
authorswithroles_txt_mv	Marchi, Luca @@aut@@ Scotta, Roberto @@aut@@ Pozza, Luca @@aut@@
publishDateDaySort_date	2017-05-15T00:00:00Z
hierarchy_top_id	356252612
id	SPR020578822
language_de	englisch
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author	Marchi, Luca
spellingShingle	Marchi, Luca misc Timber-concrete connection misc Inclined screws misc Composite beams misc Push-out tests Experimental and theoretical evaluation of TCC connections with inclined self-tapping screws
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topic_title	Experimental and theoretical evaluation of TCC connections with inclined self-tapping screws Timber-concrete connection (dpeaa)DE-He213 Inclined screws (dpeaa)DE-He213 Composite beams (dpeaa)DE-He213 Push-out tests (dpeaa)DE-He213
topic	misc Timber-concrete connection misc Inclined screws misc Composite beams misc Push-out tests
topic_unstemmed	misc Timber-concrete connection misc Inclined screws misc Composite beams misc Push-out tests
topic_browse	misc Timber-concrete connection misc Inclined screws misc Composite beams misc Push-out tests
format_facet	Elektronische Aufsätze Aufsätze Elektronische Ressource
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title	Experimental and theoretical evaluation of TCC connections with inclined self-tapping screws
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title_full	Experimental and theoretical evaluation of TCC connections with inclined self-tapping screws
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author_browse	Marchi, Luca Scotta, Roberto Pozza, Luca
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title_sort	experimental and theoretical evaluation of tcc connections with inclined self-tapping screws
title_auth	Experimental and theoretical evaluation of TCC connections with inclined self-tapping screws
abstract	Abstract Timber-concrete composite (TCC) structures have become a wide-spread technique to realize new composite floors or improve existing ones. The key-point to guarantee adequate mechanical performance to these composite structures is the use of connectors characterized by adequate strength and stiffness between timber beam and concrete slab. Modern cylindrical connectors, such as self-tapping screws, are rising interest because they combine high performance mechanical properties and quickness of execution. In this paper, a simplified theoretical approach to calculate shear strength and stiffness of TCC joints made with inclined screws is suggested and compared to current design procedures. Furthermore, a report on short-term push-out tests of TCC joints realized with inclined self-tapping screws carried out varying fastener arrangement, diameter and concrete type is given. A comparison between the results obtained with the theoretical method and experimental tests is reported and critically discussed in terms of both strength and stiffness. © RILEM 2017
abstractGer	Abstract Timber-concrete composite (TCC) structures have become a wide-spread technique to realize new composite floors or improve existing ones. The key-point to guarantee adequate mechanical performance to these composite structures is the use of connectors characterized by adequate strength and stiffness between timber beam and concrete slab. Modern cylindrical connectors, such as self-tapping screws, are rising interest because they combine high performance mechanical properties and quickness of execution. In this paper, a simplified theoretical approach to calculate shear strength and stiffness of TCC joints made with inclined screws is suggested and compared to current design procedures. Furthermore, a report on short-term push-out tests of TCC joints realized with inclined self-tapping screws carried out varying fastener arrangement, diameter and concrete type is given. A comparison between the results obtained with the theoretical method and experimental tests is reported and critically discussed in terms of both strength and stiffness. © RILEM 2017
abstract_unstemmed	Abstract Timber-concrete composite (TCC) structures have become a wide-spread technique to realize new composite floors or improve existing ones. The key-point to guarantee adequate mechanical performance to these composite structures is the use of connectors characterized by adequate strength and stiffness between timber beam and concrete slab. Modern cylindrical connectors, such as self-tapping screws, are rising interest because they combine high performance mechanical properties and quickness of execution. In this paper, a simplified theoretical approach to calculate shear strength and stiffness of TCC joints made with inclined screws is suggested and compared to current design procedures. Furthermore, a report on short-term push-out tests of TCC joints realized with inclined self-tapping screws carried out varying fastener arrangement, diameter and concrete type is given. A comparison between the results obtained with the theoretical method and experimental tests is reported and critically discussed in terms of both strength and stiffness. © RILEM 2017
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title_short	Experimental and theoretical evaluation of TCC connections with inclined self-tapping screws
url	https://dx.doi.org/10.1617/s11527-017-1047-1
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up_date	2024-07-03T16:58:55.499Z
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The key-point to guarantee adequate mechanical performance to these composite structures is the use of connectors characterized by adequate strength and stiffness between timber beam and concrete slab. Modern cylindrical connectors, such as self-tapping screws, are rising interest because they combine high performance mechanical properties and quickness of execution. In this paper, a simplified theoretical approach to calculate shear strength and stiffness of TCC joints made with inclined screws is suggested and compared to current design procedures. Furthermore, a report on short-term push-out tests of TCC joints realized with inclined self-tapping screws carried out varying fastener arrangement, diameter and concrete type is given. 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Experimental and theoretical evaluation of TCC connections with inclined self-tapping screws

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