The role of surface micro-cracks in cementitious materials responsible for the Pickett effect

Abstract The Pickett theory for the development of drying creep has been discussed by many authors to explain creep-induced shrinkage strains and the development of microcracking caused by creep loads. This paper suggests a micromechanical modeling approach of drying creep in cement pastes by taking...
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Autor*in:	Rhardane, Abderrahmane [verfasserIn] Alam, Syed Yasir Grondin, Frédéric

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2021

Schlagwörter:	Cement paste Drying shrinkage Drying creep FE modeling

Anmerkung:	© The Author(s), under exclusive licence to Springer Nature B.V. 2021

Übergeordnetes Werk:	Enthalten in: Mechanics of time-dependent materials - Dordrecht [u.a.] : Springer Science + Business Media B.V, 1997, 26(2021), 3 vom: 29. Juli, Seite 719-740
Übergeordnetes Werk:	volume:26 ; year:2021 ; number:3 ; day:29 ; month:07 ; pages:719-740

Links:	Volltext

DOI / URN:	10.1007/s11043-021-09509-w

Katalog-ID:	SPR048077534

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520			\|a Abstract The Pickett theory for the development of drying creep has been discussed by many authors to explain creep-induced shrinkage strains and the development of microcracking caused by creep loads. This paper suggests a micromechanical modeling approach of drying creep in cement pastes by taking into consideration the heterogeneous distribution of cement phases in constructed representative virtual microstructures. Damage was considered in a viscoelastic behavior law for the development of a desiccation model that takes into account the diffusion of water in the capillary porosity. Tensile and compressive tests were simulated to determine the strengths of the cement paste, and were compared with experimental data, and then drying and creep were simultaneously simulated. The results of the simulations show the presence of the Pickett effect in both tension and compression. The analysis of damage evolution at different depths of a macroscopic beam illustrates an apparent surface microcracking higher than the core of the volume when typical creep loads are applied. The proposed model can therefore be used to predict creep phenomena in such a material.
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allfields	10.1007/s11043-021-09509-w doi (DE-627)SPR048077534 (SPR)s11043-021-09509-w-e DE-627 ger DE-627 rakwb eng Rhardane, Abderrahmane verfasserin aut The role of surface micro-cracks in cementitious materials responsible for the Pickett effect 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature B.V. 2021 Abstract The Pickett theory for the development of drying creep has been discussed by many authors to explain creep-induced shrinkage strains and the development of microcracking caused by creep loads. This paper suggests a micromechanical modeling approach of drying creep in cement pastes by taking into consideration the heterogeneous distribution of cement phases in constructed representative virtual microstructures. Damage was considered in a viscoelastic behavior law for the development of a desiccation model that takes into account the diffusion of water in the capillary porosity. Tensile and compressive tests were simulated to determine the strengths of the cement paste, and were compared with experimental data, and then drying and creep were simultaneously simulated. The results of the simulations show the presence of the Pickett effect in both tension and compression. The analysis of damage evolution at different depths of a macroscopic beam illustrates an apparent surface microcracking higher than the core of the volume when typical creep loads are applied. The proposed model can therefore be used to predict creep phenomena in such a material. Cement paste (dpeaa)DE-He213 Drying shrinkage (dpeaa)DE-He213 Drying creep (dpeaa)DE-He213 FE modeling (dpeaa)DE-He213 Alam, Syed Yasir aut Grondin, Frédéric (orcid)0000-0002-7452-7329 aut Enthalten in Mechanics of time-dependent materials Dordrecht [u.a.] : Springer Science + Business Media B.V, 1997 26(2021), 3 vom: 29. Juli, Seite 719-740 (DE-627)311009964 (DE-600)2003935-9 1573-2738 nnns volume:26 year:2021 number:3 day:29 month:07 pages:719-740 https://dx.doi.org/10.1007/s11043-021-09509-w 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_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_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_2118 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_4126 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 26 2021 3 29 07 719-740
spelling	10.1007/s11043-021-09509-w doi (DE-627)SPR048077534 (SPR)s11043-021-09509-w-e DE-627 ger DE-627 rakwb eng Rhardane, Abderrahmane verfasserin aut The role of surface micro-cracks in cementitious materials responsible for the Pickett effect 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature B.V. 2021 Abstract The Pickett theory for the development of drying creep has been discussed by many authors to explain creep-induced shrinkage strains and the development of microcracking caused by creep loads. This paper suggests a micromechanical modeling approach of drying creep in cement pastes by taking into consideration the heterogeneous distribution of cement phases in constructed representative virtual microstructures. Damage was considered in a viscoelastic behavior law for the development of a desiccation model that takes into account the diffusion of water in the capillary porosity. Tensile and compressive tests were simulated to determine the strengths of the cement paste, and were compared with experimental data, and then drying and creep were simultaneously simulated. The results of the simulations show the presence of the Pickett effect in both tension and compression. The analysis of damage evolution at different depths of a macroscopic beam illustrates an apparent surface microcracking higher than the core of the volume when typical creep loads are applied. The proposed model can therefore be used to predict creep phenomena in such a material. Cement paste (dpeaa)DE-He213 Drying shrinkage (dpeaa)DE-He213 Drying creep (dpeaa)DE-He213 FE modeling (dpeaa)DE-He213 Alam, Syed Yasir aut Grondin, Frédéric (orcid)0000-0002-7452-7329 aut Enthalten in Mechanics of time-dependent materials Dordrecht [u.a.] : Springer Science + Business Media B.V, 1997 26(2021), 3 vom: 29. Juli, Seite 719-740 (DE-627)311009964 (DE-600)2003935-9 1573-2738 nnns volume:26 year:2021 number:3 day:29 month:07 pages:719-740 https://dx.doi.org/10.1007/s11043-021-09509-w 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_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_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_2118 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_4126 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 26 2021 3 29 07 719-740
allfields_unstemmed	10.1007/s11043-021-09509-w doi (DE-627)SPR048077534 (SPR)s11043-021-09509-w-e DE-627 ger DE-627 rakwb eng Rhardane, Abderrahmane verfasserin aut The role of surface micro-cracks in cementitious materials responsible for the Pickett effect 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature B.V. 2021 Abstract The Pickett theory for the development of drying creep has been discussed by many authors to explain creep-induced shrinkage strains and the development of microcracking caused by creep loads. This paper suggests a micromechanical modeling approach of drying creep in cement pastes by taking into consideration the heterogeneous distribution of cement phases in constructed representative virtual microstructures. Damage was considered in a viscoelastic behavior law for the development of a desiccation model that takes into account the diffusion of water in the capillary porosity. Tensile and compressive tests were simulated to determine the strengths of the cement paste, and were compared with experimental data, and then drying and creep were simultaneously simulated. The results of the simulations show the presence of the Pickett effect in both tension and compression. The analysis of damage evolution at different depths of a macroscopic beam illustrates an apparent surface microcracking higher than the core of the volume when typical creep loads are applied. The proposed model can therefore be used to predict creep phenomena in such a material. Cement paste (dpeaa)DE-He213 Drying shrinkage (dpeaa)DE-He213 Drying creep (dpeaa)DE-He213 FE modeling (dpeaa)DE-He213 Alam, Syed Yasir aut Grondin, Frédéric (orcid)0000-0002-7452-7329 aut Enthalten in Mechanics of time-dependent materials Dordrecht [u.a.] : Springer Science + Business Media B.V, 1997 26(2021), 3 vom: 29. Juli, Seite 719-740 (DE-627)311009964 (DE-600)2003935-9 1573-2738 nnns volume:26 year:2021 number:3 day:29 month:07 pages:719-740 https://dx.doi.org/10.1007/s11043-021-09509-w 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_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_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_2118 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_4126 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 26 2021 3 29 07 719-740
allfieldsGer	10.1007/s11043-021-09509-w doi (DE-627)SPR048077534 (SPR)s11043-021-09509-w-e DE-627 ger DE-627 rakwb eng Rhardane, Abderrahmane verfasserin aut The role of surface micro-cracks in cementitious materials responsible for the Pickett effect 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature B.V. 2021 Abstract The Pickett theory for the development of drying creep has been discussed by many authors to explain creep-induced shrinkage strains and the development of microcracking caused by creep loads. This paper suggests a micromechanical modeling approach of drying creep in cement pastes by taking into consideration the heterogeneous distribution of cement phases in constructed representative virtual microstructures. Damage was considered in a viscoelastic behavior law for the development of a desiccation model that takes into account the diffusion of water in the capillary porosity. Tensile and compressive tests were simulated to determine the strengths of the cement paste, and were compared with experimental data, and then drying and creep were simultaneously simulated. The results of the simulations show the presence of the Pickett effect in both tension and compression. The analysis of damage evolution at different depths of a macroscopic beam illustrates an apparent surface microcracking higher than the core of the volume when typical creep loads are applied. The proposed model can therefore be used to predict creep phenomena in such a material. Cement paste (dpeaa)DE-He213 Drying shrinkage (dpeaa)DE-He213 Drying creep (dpeaa)DE-He213 FE modeling (dpeaa)DE-He213 Alam, Syed Yasir aut Grondin, Frédéric (orcid)0000-0002-7452-7329 aut Enthalten in Mechanics of time-dependent materials Dordrecht [u.a.] : Springer Science + Business Media B.V, 1997 26(2021), 3 vom: 29. Juli, Seite 719-740 (DE-627)311009964 (DE-600)2003935-9 1573-2738 nnns volume:26 year:2021 number:3 day:29 month:07 pages:719-740 https://dx.doi.org/10.1007/s11043-021-09509-w 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_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_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_2118 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_4126 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 26 2021 3 29 07 719-740
allfieldsSound	10.1007/s11043-021-09509-w doi (DE-627)SPR048077534 (SPR)s11043-021-09509-w-e DE-627 ger DE-627 rakwb eng Rhardane, Abderrahmane verfasserin aut The role of surface micro-cracks in cementitious materials responsible for the Pickett effect 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature B.V. 2021 Abstract The Pickett theory for the development of drying creep has been discussed by many authors to explain creep-induced shrinkage strains and the development of microcracking caused by creep loads. This paper suggests a micromechanical modeling approach of drying creep in cement pastes by taking into consideration the heterogeneous distribution of cement phases in constructed representative virtual microstructures. Damage was considered in a viscoelastic behavior law for the development of a desiccation model that takes into account the diffusion of water in the capillary porosity. Tensile and compressive tests were simulated to determine the strengths of the cement paste, and were compared with experimental data, and then drying and creep were simultaneously simulated. The results of the simulations show the presence of the Pickett effect in both tension and compression. The analysis of damage evolution at different depths of a macroscopic beam illustrates an apparent surface microcracking higher than the core of the volume when typical creep loads are applied. The proposed model can therefore be used to predict creep phenomena in such a material. Cement paste (dpeaa)DE-He213 Drying shrinkage (dpeaa)DE-He213 Drying creep (dpeaa)DE-He213 FE modeling (dpeaa)DE-He213 Alam, Syed Yasir aut Grondin, Frédéric (orcid)0000-0002-7452-7329 aut Enthalten in Mechanics of time-dependent materials Dordrecht [u.a.] : Springer Science + Business Media B.V, 1997 26(2021), 3 vom: 29. Juli, Seite 719-740 (DE-627)311009964 (DE-600)2003935-9 1573-2738 nnns volume:26 year:2021 number:3 day:29 month:07 pages:719-740 https://dx.doi.org/10.1007/s11043-021-09509-w 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_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_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_2118 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_4126 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 26 2021 3 29 07 719-740
language	English
source	Enthalten in Mechanics of time-dependent materials 26(2021), 3 vom: 29. Juli, Seite 719-740 volume:26 year:2021 number:3 day:29 month:07 pages:719-740
sourceStr	Enthalten in Mechanics of time-dependent materials 26(2021), 3 vom: 29. Juli, Seite 719-740 volume:26 year:2021 number:3 day:29 month:07 pages:719-740
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	Cement paste Drying shrinkage Drying creep FE modeling
isfreeaccess_bool	false
container_title	Mechanics of time-dependent materials
authorswithroles_txt_mv	Rhardane, Abderrahmane @@aut@@ Alam, Syed Yasir @@aut@@ Grondin, Frédéric @@aut@@
publishDateDaySort_date	2021-07-29T00:00:00Z
hierarchy_top_id	311009964
id	SPR048077534
language_de	englisch
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This paper suggests a micromechanical modeling approach of drying creep in cement pastes by taking into consideration the heterogeneous distribution of cement phases in constructed representative virtual microstructures. Damage was considered in a viscoelastic behavior law for the development of a desiccation model that takes into account the diffusion of water in the capillary porosity. Tensile and compressive tests were simulated to determine the strengths of the cement paste, and were compared with experimental data, and then drying and creep were simultaneously simulated. The results of the simulations show the presence of the Pickett effect in both tension and compression. The analysis of damage evolution at different depths of a macroscopic beam illustrates an apparent surface microcracking higher than the core of the volume when typical creep loads are applied. 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author	Rhardane, Abderrahmane
spellingShingle	Rhardane, Abderrahmane misc Cement paste misc Drying shrinkage misc Drying creep misc FE modeling The role of surface micro-cracks in cementitious materials responsible for the Pickett effect
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topic_title	The role of surface micro-cracks in cementitious materials responsible for the Pickett effect Cement paste (dpeaa)DE-He213 Drying shrinkage (dpeaa)DE-He213 Drying creep (dpeaa)DE-He213 FE modeling (dpeaa)DE-He213
topic	misc Cement paste misc Drying shrinkage misc Drying creep misc FE modeling
topic_unstemmed	misc Cement paste misc Drying shrinkage misc Drying creep misc FE modeling
topic_browse	misc Cement paste misc Drying shrinkage misc Drying creep misc FE modeling
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title	The role of surface micro-cracks in cementitious materials responsible for the Pickett effect
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title_full	The role of surface micro-cracks in cementitious materials responsible for the Pickett effect
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title_sort	role of surface micro-cracks in cementitious materials responsible for the pickett effect
title_auth	The role of surface micro-cracks in cementitious materials responsible for the Pickett effect
abstract	Abstract The Pickett theory for the development of drying creep has been discussed by many authors to explain creep-induced shrinkage strains and the development of microcracking caused by creep loads. This paper suggests a micromechanical modeling approach of drying creep in cement pastes by taking into consideration the heterogeneous distribution of cement phases in constructed representative virtual microstructures. Damage was considered in a viscoelastic behavior law for the development of a desiccation model that takes into account the diffusion of water in the capillary porosity. Tensile and compressive tests were simulated to determine the strengths of the cement paste, and were compared with experimental data, and then drying and creep were simultaneously simulated. The results of the simulations show the presence of the Pickett effect in both tension and compression. The analysis of damage evolution at different depths of a macroscopic beam illustrates an apparent surface microcracking higher than the core of the volume when typical creep loads are applied. The proposed model can therefore be used to predict creep phenomena in such a material. © The Author(s), under exclusive licence to Springer Nature B.V. 2021
abstractGer	Abstract The Pickett theory for the development of drying creep has been discussed by many authors to explain creep-induced shrinkage strains and the development of microcracking caused by creep loads. This paper suggests a micromechanical modeling approach of drying creep in cement pastes by taking into consideration the heterogeneous distribution of cement phases in constructed representative virtual microstructures. Damage was considered in a viscoelastic behavior law for the development of a desiccation model that takes into account the diffusion of water in the capillary porosity. Tensile and compressive tests were simulated to determine the strengths of the cement paste, and were compared with experimental data, and then drying and creep were simultaneously simulated. The results of the simulations show the presence of the Pickett effect in both tension and compression. The analysis of damage evolution at different depths of a macroscopic beam illustrates an apparent surface microcracking higher than the core of the volume when typical creep loads are applied. The proposed model can therefore be used to predict creep phenomena in such a material. © The Author(s), under exclusive licence to Springer Nature B.V. 2021
abstract_unstemmed	Abstract The Pickett theory for the development of drying creep has been discussed by many authors to explain creep-induced shrinkage strains and the development of microcracking caused by creep loads. This paper suggests a micromechanical modeling approach of drying creep in cement pastes by taking into consideration the heterogeneous distribution of cement phases in constructed representative virtual microstructures. Damage was considered in a viscoelastic behavior law for the development of a desiccation model that takes into account the diffusion of water in the capillary porosity. Tensile and compressive tests were simulated to determine the strengths of the cement paste, and were compared with experimental data, and then drying and creep were simultaneously simulated. The results of the simulations show the presence of the Pickett effect in both tension and compression. The analysis of damage evolution at different depths of a macroscopic beam illustrates an apparent surface microcracking higher than the core of the volume when typical creep loads are applied. The proposed model can therefore be used to predict creep phenomena in such a material. © The Author(s), under exclusive licence to Springer Nature B.V. 2021
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title_short	The role of surface micro-cracks in cementitious materials responsible for the Pickett effect
url	https://dx.doi.org/10.1007/s11043-021-09509-w
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author2	Alam, Syed Yasir Grondin, Frédéric
author2Str	Alam, Syed Yasir Grondin, Frédéric
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doi_str	10.1007/s11043-021-09509-w
up_date	2024-07-03T16:51:08.163Z
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The role of surface micro-cracks in cementitious materials responsible for the Pickett effect

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Vorhandene Bände

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