Zobrazeno 1 - 10
of 83
pro vyhledávání: '"B.I.G. Barr"'
Autor:
M. K. Lee, B.I.G. Barr
Publikováno v:
Materials and Structures. 37:464-471
The paper reports on a proposed four-exponential (four-e) model to describe the behaviour of fibre reinforced concrete (FRC) in flexure. The four-e model was found to be capable to model a variety of curves and has the advantage of being able to mode
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::60fb55052083e5afb712e2ab7bbbfb44
https://doi.org/10.1007/bf02481583
https://doi.org/10.1007/bf02481583
Autor:
M.K. Lee, B.I.G. Barr
Publikováno v:
Cement and Concrete Composites. 26:299-305
The paper provides a general overview of recent developments in the study of the fatigue behaviour of plain and fibre reinforced concrete (FRC). The fatigue performance of plain concrete and FRC, as reported in the literature, is compared in order to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aab9d27f67bbd5036e63a548c5c7c0fd
https://doi.org/10.1016/s0958-9465(02)00139-7
https://doi.org/10.1016/s0958-9465(02)00139-7
Autor:
B.I.G. Barr, Henrik Stang, D. Dupont, S. Schaerlaekens, E. J. de Place Hansen, B. Schnütgen, M. M. Lee, E. Erdem, Lucie Vandewalle
Publikováno v:
Materials and Structures. 36:621-630
A round robin test programme was carried out using the beam-bending test recommended by RILEM TC 162-TDF [1]. The test programme included both plain and steel fibre reinforced concrete (SFRC) beams. A detailed analysis was carried out to investigate
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4f03a27c8bcb1d1132574766a30d7988
https://doi.org/10.1007/bf02483282
https://doi.org/10.1007/bf02483282
Autor:
Lucie Vandewalle, B.I.G. Barr, D. Dupont, S. Schaerlaekens, Henrik Stang, B. Schnütgen, E. Erdem, Ernst Jan de Place Hansen, M. K. Lee
Publikováno v:
Materials and Structures. 36:631-635
A round robin test programme was executed amongst several laboratories on the beam test recommended by the RILEM TC 162-TDF [1]. In the proposed test method, the mid-span deflection is to be measured on both sides of the beam (referred to as δ1 and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::11f29ce228a8e211fe4a20394b2415f6
https://doi.org/10.1007/bf02483283
https://doi.org/10.1007/bf02483283
Autor:
H. Falkner, Hans-Wolf Reinhardt, Patrik Groth, P Rossi, B Schnutgen, L. Balazs, M. Teutsch, Emmanuel Denarié, B.I.G. Barr, Marvin E. Criswell, V. Hausler, V. S. Gopalaratnam, Nemkumar Banthia, Joost Walraven, Konstantin Kovler, Sidney Mindess, D. Nemegeer, P Schumacher, Henrik Stang, Joaquim A. O. Barros, A. Kooiman, P. Stroeven, M. di Prisco, A Skarendahl, S. P. Shah, B. Massicotte, P. Tatnall, S. Schaerlaekens, P. Bartos, Lucie Vandewalle, Ravindra Gettu, R. Swamy
Publikováno v:
Materials and Structures. 36:560-567
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4021f8ddad4f2997bb5bbc42879bfecf
https://doi.org/10.1617/14007
https://doi.org/10.1617/14007
Autor:
B.I.G. Barr, Lucie Vandewalle, M. K. Lee, Bryan Barragán, John Forbes Olesen, David Dupont, Henrik Stang, Ravindra Gettu
Publikováno v:
Materials and Structures. 36:265-274
A round robin test programme was carried out on the uni-axial tensile test recommended by the RILEM TC 162-TDF [1]. Both plain concrete and steel fibre reinforced concrete (SFRC) cylinders were tested. Two concrete strengths and three fibre dosages w
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::27d78297af9e0ec4adbb079304d9d750
https://doi.org/10.1007/bf02479620
https://doi.org/10.1007/bf02479620
Autor:
Ravindra Gettu, Henrik Stang, Lucie Vandewalle, John Forbes Olesen, Bryan Barragán, B.I.G. Barr, David Dupont, M. K. Lee
Publikováno v:
Materials and Structures. 36:275-280
Plain and steel fibre reinforced concrete cylinders were tested uni-axially in tension under closed-looped conditions in a round robin test programme. During the test, three deformation readings around the notched plane were measured. It was found th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aa97247a40e116f70a92f3ae38ef1d29
https://doi.org/10.1007/bf02479621
https://doi.org/10.1007/bf02479621
Autor:
B.I.G. Barr, M.K. Lee
Publikováno v:
Cement and Concrete Composites. 25:321-332
The paper reports on a study of steel fibre reinforced concrete (SFRC) which was prepared using normal industrial mixing, compaction and curing conditions. Both strength (compressive and tensile) and fracture (toughness measurements) characteristics
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6574a284bb7014d053c59e3acea5c7c6
https://doi.org/10.1016/s0958-9465(02)00060-4
https://doi.org/10.1016/s0958-9465(02)00060-4
Publikováno v:
Cement and Concrete Composites. 25:19-29
The paper reports on the influence of the natural environment on the drying shrinkage of a range of concretes, with and without steel fibre reinforcement. A combination of increasing cement content, the addition of silica fume (SF) and reduced water/
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8ddf84c6e7e0087007ce6884957e666c
https://doi.org/10.1016/s0958-9465(01)00044-0
https://doi.org/10.1016/s0958-9465(01)00044-0