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Durability scaling of cracking in HPC structures subject to hygromechanical gradients

Other title
Durabilité et effet d'échelle dans la fissuration des structures en béton à hautes performances soumises à des gradients hygrothermiques et hydromécaniques (fr)
Author
ULM, F.-J1 ; ROSSI, P2 ; SCHALLER, I3 ; CHAUVEL, D4
[1] Massachussetts Inst. of Technol., Depts of Civ. and Envir. Engig., Cambridge MA, United States
[2] LCPC, Paris Cedex 15, France
[3] SETRA, Bagneux 92223, France
[4] EDF, SEPTEN, Villeurbanne, France
Source

Journal of structural engineering (New York, NY). 1999, Vol 125, Num 6, pp 693-702 ; Illustration ; ref : 29 ref

CODEN
JSENDH
ISSN
0733-9445
Scientific domain
Civil engineering
Publisher
American Society of Civil Engineers, Reston, VA
Publication country
United States
Document type
Article
Language
English
Keyword (fr)
Béton haute performance Centrale nucléaire Coque mince Durabilité Effet échelle Essai sur modèle Fissuration Gradient température Méthode élément fini Tour refroidissement
Keyword (en)
High strength concrete Nuclear power plant Thin shell Durability Scale effect Model test Cracking Temperature gradient Finite element method Cooling tower
Keyword (es)
Hormigón alta resistencia Central nuclear Cascarón delgado Durabilidad Efecto escala Ensayo sobre modelo Agrietamiento Gradiente temperatura Método elemento finito Torre enfriamiento
Classification
Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14P Nuclear power plants (construction and construction safety)

Discipline
Building. Public works. Transport. Civil engineering
Origin
CSTB
Database
PASCAL
INIST identifier
5810608

Sauf mention contraire ci-dessus, le contenu de cette notice bibliographique peut être utilisé dans le cadre d’une licence CC BY 4.0 Inist-CNRS / Unless otherwise stated above, the content of this bibliographic record may be used under a CC BY 4.0 licence by Inist-CNRS / A menos que se haya señalado antes, el contenido de este registro bibliográfico puede ser utilizado al amparo de una licencia CC BY 4.0 Inist-CNRS

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