Zobrazeno 1 - 10
of 35
pro vyhledávání: '"François Buyle-Bodin"'
Publikováno v:
Advances in Materials Science and Engineering, Vol 2013 (2013)
Externí odkaz:
https://doaj.org/article/5739abdb82674730ab9381c8d4546ea7
Publikováno v:
Procedia CIRP 25th CIRP Life Cycle Engineering (LCE) Conference Copenhagen, Denmark
Procedia CIRP 25th CIRP Life Cycle Engineering (LCE) Conference Copenhagen, Denmark, 2018, 69, pp.160-165. ⟨10.1016/j.procir.2017.11.043⟩
Procedia CIRP 25th CIRP Life Cycle Engineering (LCE) Conference Copenhagen, Denmark, 2018, 69, pp.160-165. ⟨10.1016/j.procir.2017.11.043⟩
This paper presents the methodological choices and the results of a complete life cycle assessment (LCA) carried out on a case study of building refurbishment. The LCA case study refers to the Bat-Eco2 French project which considers both environmenta
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b4abc19b437a7291450ae2f299dccc63
http://hdl.handle.net/20.500.12278/39246
http://hdl.handle.net/20.500.12278/39246
Autor:
Lyes Bal, François Buyle-Bodin
Publikováno v:
Neural Computing and Applications. 25:1359-1367
The concrete is today the building material by excellence. Drying accompanies the hardening of concrete and leads to significant dimensional changes that appear as cracks. These cracks influence the durability of the concrete works. Deforming a concr
Autor:
Lyes Bal, François Buyle-Bodin
Publikováno v:
Construction and Building Materials. 38:248-254
Concrete is the most used construction material for a century. After casting and setting, concrete shows various dimensional physical and mechanical evolutions, of which drying. It is a physical process, having though mechanical consequences. Drying
Autor:
Abdelilah Fnine, G. Klysz, François Buyle-Bodin, Bogdan Piwakowski, Xavier Derobert, Jean-François Lataste
Publikováno v:
Revue Européenne de Génie Civil. 10:7-24
This article was the result of a series of measurements on a bridge wall near Lille carried out by the various teams of a national project supported by the RGC&U, entitled “evaluation of the degradation of cover concrete and assistance to the diagn
Publikováno v:
Computers and Concrete. 2:1-18
This paper presents a study on the effects of localized steel-concrete bond degradation on the flexural behaviour of RC beams. A finite element analysis is undertaken to complete the experimental analysis. The first part deals with an experimental st
Publikováno v:
Tunnelling and Underground Space Technology. 19:79-83
Urban development and the need for new facilities have led to an increase in the use of urban utilities. These various utilities are generally located under the public highway. Therefore, underground space is limited by the width of the public highwa
Publikováno v:
Engineering Structures. 25:1333-1341
This paper presents a finite element study of corroded concrete beam flexural behaviour in which the influence of the percentage of corrosion on the load–deflection curve was studied. CASTEM 2000 computation software was used and the output compare
Publikováno v:
Engineering Structures
Engineering Structures, Elsevier, 2002, 24 (11), pp.1423-1429. ⟨10.1016/S0141-0296(02)00085-8⟩
Engineering Structures, Elsevier, 2002, 24 (11), pp.1423-1429. ⟨10.1016/S0141-0296(02)00085-8⟩
This paper focuses on the flexural behaviour of RC beams externally reinforced using Carbon Fibre Reinforced Plastics (CFRP) plates. A non-linear finite element (FE) analysis is proposed in order to complete the experimental analysis of the flexural
Autor:
François Buyle-Bodin, Morteza Madhkhan
Publikováno v:
Materials and structures
Materials and structures, Springer Verlag, 2002, 35 (7), pp.402-407. ⟨10.1007/BF02483143⟩
Materials and Structures
Materials and Structures, Springer Verlag, 2002, 35 (7), pp.402-407. ⟨10.1007/BF02483143⟩
Materials and structures, Springer Verlag, 2002, 35 (7), pp.402-407. ⟨10.1007/BF02483143⟩
Materials and Structures
Materials and Structures, Springer Verlag, 2002, 35 (7), pp.402-407. ⟨10.1007/BF02483143⟩
This paper provides test data on seismic behaviour of SFRC piles. Four large-scale specimens are subjected to a combination of constant axial load and alternating cyclic flexure. A similar number of specimens are subjected to alternating cyclic flexu