Zobrazeno 1 - 10
of 193
pro vyhledávání: '"S. Mindess"'
Publikováno v:
Materiales de Construccion, Vol 51, Iss 263-264, Pp 37-53 (2001)
Some of the factors affecting the durability of modern concrete structures are discussed, with an emphasis on the problems caused by modern portland cements. This is followed by a description of some concrete durability issues of current interest, su
Externí odkaz:
https://doaj.org/article/6472ebd5bff74543b0537410ec9ccb55
'Proceedings of the Anna Maria 2001 Workshop on Cement and Concrete : Trends and Challenges, November 7-9, 2001, at Holmes Beach, Anna Maria Island, Florida'--T.p. verso.
Autor:
S. Mindess, K. Fujikake
Publikováno v:
Proceedings 9th International Conference On Concrete Under Severe Conditions - Environment and Loading.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3eef41d27e8e7e3d0434e474eb280d2c
https://doi.org/10.31808/5ca6e03d5ca4f0d406ac889f
https://doi.org/10.31808/5ca6e03d5ca4f0d406ac889f
Autor:
P.-C. Aïtcin, M.G. Alexander, S.N. Allen, C. Andrade, M. Baz, M.W. Braestrup, Z. Fan, O.E. Gjørv, J. Gulikers, K. Heath, W.S. Langley, K. Li, Q. Li, K.P. Mackie, S. Mindess, G.A.C. Moore, G. Nganga, M. Otieno, R. Pérez, N. Rebolledo, M. Santhanam, P.E. Smith, F. Tavares, M. Thomas
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d1cd145764dee010f0007c6b62fe0054
https://doi.org/10.1016/b978-0-08-100081-6.01002-3
https://doi.org/10.1016/b978-0-08-100081-6.01002-3
One of the most severe environments that concrete structures can experience is that of marine exposure in northern, temperate regions. The concrete will be subjected to freeze–thaw cycles, wave action, cycles of wetting and drying, ice abrasion and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::57952bb41d8cddce19ed957480cc068e
https://doi.org/10.1016/b978-0-08-100081-6.00008-8
https://doi.org/10.1016/b978-0-08-100081-6.00008-8
Autor:
L. Zhang, S. Mindess
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 162:69-76
Fibre reinforcement increases the toughness of plain concrete under static compressive loading. The compressive toughness of fibre-reinforced concrete (FRC) under impact loading has not, however, previously been investigated. The current paper review
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e0856fac5838a53abbae5376077ec626
https://doi.org/10.1680/stbu.2009.162.1.69
https://doi.org/10.1680/stbu.2009.162.1.69
Autor:
Patrik Groth, D. Nemegeer, V. Hausler, N. Banthia, F. Katsaragafis, A. Brandt, H. Falkner, G. L. Balazs, A. Kooiman, P. Bartos, B. Barr, H.W. Reinhardt, Konstantin Kovler, J. Lehtonen, B. Massicotte, Lucie Vandewalle, S. Schaerlaekens, B Schnutgen, M. di Prisco, F. Denarie, A Skarendahl, S. Mindess, P. Tatnall, M. Criswell, R. Gettu, P. Rossi, H. Stang, A. Wubs, P. Stroeven, S. P. Shah, R. Swamy, M. Teutsch, V. Gopalaratnam, J. Walraven
Publikováno v:
Materials and Structures. 34:3-6
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::55af3dd874af2113a502c2213302a055
https://doi.org/10.1617/13628
https://doi.org/10.1617/13628
Publikováno v:
International Journal of Impact Engineering. 31:461-481
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a4298bf7fe9677eaf2c87894bb4b9637
https://doi.org/10.1016/j.ijimpeng.2004.01.003
https://doi.org/10.1016/j.ijimpeng.2004.01.003
Publikováno v:
Cement and Concrete Composites. 20:387-392
The conventional steel reinforcement in precast concrete box units was replaced with varying quantities of polyolefin fibres, to see whether the fibres alone could maintain the impact resistance of these units. It was found that, with a fibre additio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c9e6fdb6732164705d9c44e3946d3cd5
https://doi.org/10.1016/s0958-9465(98)00016-x
https://doi.org/10.1016/s0958-9465(98)00016-x
Publikováno v:
Advances in Cement Research. 8:87-92
The structure and properties of cement paste were investigated by means of microhardness testing. The characteristics of the paste were defined by the microhardness value itself and by the parameters obtained from the evaluation of the indentation si
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::148984c143ba5951003566af9f6c3a33
https://doi.org/10.1680/adcr.1996.8.30.87
https://doi.org/10.1680/adcr.1996.8.30.87