Documents disponibles écrits par cet auteur

About microcracking due to leaching in cementitious composites / Thomas Rougelot in Cement and concrete research, Vol. 40 N° 2 (02 ex.) (Fevrier 2010) 

Public ISBD [article]  in Cement and concrete research > Vol. 40 N° 2 (02 ex.) (Fevrier 2010) . - pp. 271-283 Titre : About microcracking due to leaching in cementitious composites : x-ray microtomography description and numerical approach Type de document : texte imprimé Auteurs : Thomas Rougelot, Auteur ; Nicolas Burlion, Auteur ; Dominique Bernard, Auteur Année de publication : 2010 Article en page(s) : pp. 271-283 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Cementitious  composites  Endogenous  and  decalcification  shrinkages  Leaching  Microcracking  X-ray  computed  microtomography Index. décimale : 691 Matériaux de construction. Pièces et parties composantes Résumé : Chemical shock of cement based materials leads to significant degradation of their physical properties. A typical scenario is a calcium leaching due to water (water with very low pH compared with that of pore fluid). The main objective of this paper is to evaluate the evolution of microstructure induced by leaching of a cementitious composite using synchrotron X-ray micro tomography, mainly from an experimental point of view. In this particular case, it was possible to identify cracking induced by leaching. After a description of the degradation mechanism and the X-ray synchrotron microtomographic analysis, numerical simulations are performed in order to show that cracking is induced by an initial pre-stressing of the composite, coupled with decalcification shrinkage and dramatic decrease in tensile strength during leaching. X-ray microtomography analysis allowed to make evidence of an induced microcracking in cementitious material submitted to leaching. DEWEY : 620.13 ISSN : 0008-8846 En ligne : http://www.sciencedirect.com/science?_ob=ArticleURL&_udi=B6TWG-4XHT4G5-2&_user=6 [...] [article] About microcracking due to leaching in cementitious composites : x-ray microtomography description and numerical approach [texte imprimé] / Thomas Rougelot, Auteur ; Nicolas Burlion, Auteur ; Dominique Bernard, Auteur . - 2010 . - pp. 271-283. Génie Civil Langues : Anglais (eng) in Cement and concrete research > Vol. 40 N° 2 (02 ex.) (Fevrier 2010) . - pp. 271-283 Mots-clés : Cementitious  composites  Endogenous  and  decalcification  shrinkages  Leaching  Microcracking  X-ray  computed  microtomography Index. décimale : 691 Matériaux de construction. Pièces et parties composantes Résumé : Chemical shock of cement based materials leads to significant degradation of their physical properties. A typical scenario is a calcium leaching due to water (water with very low pH compared with that of pore fluid). The main objective of this paper is to evaluate the evolution of microstructure induced by leaching of a cementitious composite using synchrotron X-ray micro tomography, mainly from an experimental point of view. In this particular case, it was possible to identify cracking induced by leaching. After a description of the degradation mechanism and the X-ray synchrotron microtomographic analysis, numerical simulations are performed in order to show that cracking is induced by an initial pre-stressing of the composite, coupled with decalcification shrinkage and dramatic decrease in tensile strength during leaching. X-ray microtomography analysis allowed to make evidence of an induced microcracking in cementitious material submitted to leaching. DEWEY : 620.13 ISSN : 0008-8846 En ligne : http://www.sciencedirect.com/science?_ob=ArticleURL&_udi=B6TWG-4XHT4G5-2&_user=6 [...]

Porosity of concrete / Fan Zhang in European journal of environmental and civil engineering, Vol. 16 N° 3-4 (Mars/Avril 2012) 

Public ISBD [article]  in European journal of environmental and civil engineering > Vol. 16 N° 3-4 (Mars/Avril 2012) . - pp. 311-321 Titre : Porosity of concrete : Influence of test conditions and material variability Type de document : texte imprimé Auteurs : Fan Zhang, Auteur ; Thomas Rougelot, Auteur ; Nicolas Burlion, Auteur Année de publication : 2012 Article en page(s) : pp. 311-321 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Variability  Spatial  variability  Concrete  Porosity  Experimental  biases Résumé : The prediction of the service lifetime of civil engineering structures needs an appropriate comprehension and quantification of the physical, chemical and mechanical processes associated with the durability of structural reinforced concrete. In particular, the porosity is an essential property involved in degradation of concretes. Also, the development of a probabilistic approach could enhance estimations of service lifetime. Experimental tests are therefore performed in the framework of project APPLET and aim at quantifying variabilities linked to concrete itself and its setting in a real structure. A spatial variability and the effect of the drying protocol for the measurement of porosity have been highlighted. DEWEY : 624 ISSN : 1964-8189 En ligne : http://www.tandfonline.com/doi/abs/10.1080/19648189.2012.667709 [article] Porosity of concrete : Influence of test conditions and material variability [texte imprimé] / Fan Zhang, Auteur ; Thomas Rougelot, Auteur ; Nicolas Burlion, Auteur . - 2012 . - pp. 311-321. Génie Civil Langues : Anglais (eng) in European journal of environmental and civil engineering > Vol. 16 N° 3-4 (Mars/Avril 2012) . - pp. 311-321 Mots-clés : Variability  Spatial  variability  Concrete  Porosity  Experimental  biases Résumé : The prediction of the service lifetime of civil engineering structures needs an appropriate comprehension and quantification of the physical, chemical and mechanical processes associated with the durability of structural reinforced concrete. In particular, the porosity is an essential property involved in degradation of concretes. Also, the development of a probabilistic approach could enhance estimations of service lifetime. Experimental tests are therefore performed in the framework of project APPLET and aim at quantifying variabilities linked to concrete itself and its setting in a real structure. A spatial variability and the effect of the drying protocol for the measurement of porosity have been highlighted. DEWEY : 624 ISSN : 1964-8189 En ligne : http://www.tandfonline.com/doi/abs/10.1080/19648189.2012.667709

Why is it necessary to use a damage model to simulate the mechanical behavior of concrete under drying and leaching? / Thomas Rougelot in European journal of environmental and civil engineering, Vol. 14 N° 6-7 (Juin 2010) 

Public ISBD [article]  in European journal of environmental and civil engineering > Vol. 14 N° 6-7 (Juin 2010) . - pp. 923-935 Titre : Why is it necessary to use a damage model to simulate the mechanical behavior of concrete under drying and leaching? Type de document : texte imprimé Auteurs : Thomas Rougelot, Auteur ; Peng, Cheng, Auteur ; Nicolas Burlion, Auteur Année de publication : 2011 Article en page(s) : pp. 923-935 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Cementitious  materials  Drying  Leaching  Damage  X-ray  microtomography Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : Short and long-term behaviors of concrete structures are of importance when dealing with durability aspects. One particular interesting aspect is the change in microstructure of concrete submitted to drying or leaching processes, and a potentially induced cracking pattern. Experimental investigations which focus on the effect of the dimensions of aggregates over cracks are proposed in this paper. The samples are submitted to accelerated leaching or to drying, and the evolution of their microstructure is regularly recorded by means of X-ray microtomography. A method is then proposed to study the cracking pattern, which appears to be greatly dependant of the size of inclusions. In particular, it appears that a larger diameter of inclusions tends to increase the crack opening. DEWEY : 624 ISSN : 1964-8189 En ligne : http://ejece.revuesonline.com/resnum.jsp [article] Why is it necessary to use a damage model to simulate the mechanical behavior of concrete under drying and leaching? [texte imprimé] / Thomas Rougelot, Auteur ; Peng, Cheng, Auteur ; Nicolas Burlion, Auteur . - 2011 . - pp. 923-935. Génie Civil Langues : Anglais (eng) in European journal of environmental and civil engineering > Vol. 14 N° 6-7 (Juin 2010) . - pp. 923-935 Mots-clés : Cementitious  materials  Drying  Leaching  Damage  X-ray  microtomography Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : Short and long-term behaviors of concrete structures are of importance when dealing with durability aspects. One particular interesting aspect is the change in microstructure of concrete submitted to drying or leaching processes, and a potentially induced cracking pattern. Experimental investigations which focus on the effect of the dimensions of aggregates over cracks are proposed in this paper. The samples are submitted to accelerated leaching or to drying, and the evolution of their microstructure is regularly recorded by means of X-ray microtomography. A method is then proposed to study the cracking pattern, which appears to be greatly dependant of the size of inclusions. In particular, it appears that a larger diameter of inclusions tends to increase the crack opening. DEWEY : 624 ISSN : 1964-8189 En ligne : http://ejece.revuesonline.com/resnum.jsp