Zobrazeno 1 - 10
of 14
pro vyhledávání: '"D. J. Oehlers"'
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 158:77-84
Adhesive bonding of fibre reinforced polymer (FRP) and steel plates to the surfaces of reinforced concrete structures is an efficient form of retrofitting, as the plated structure is mechanically efficient, the plate is unobtrusive, and—for FRP pla
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f8d3d7e913f6d46c27e5ce78d3ba48e6
https://doi.org/10.1680/stbu.2005.158.1.77
https://doi.org/10.1680/stbu.2005.158.1.77
Publikováno v:
Magazine of Concrete Research. 56:475-486
Adhesive bonding plates to the surfaces of RC structures is a widely accepted form of strengthening or stiffening because of the ease of application and unobtrusive nature of this retrofitting procedure. Design guidelines have identified three major
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::19073f83e86281323e51a8ca9c157c76
https://doi.org/10.1680/macr.2004.56.8.475
https://doi.org/10.1680/macr.2004.56.8.475
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 122:493-496
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ec72272321530de7d47e0d81e678d16c
https://doi.org/10.1680/istbu.1997.29837
https://doi.org/10.1680/istbu.1997.29837
Autor:
D. J. Oehlers
Publikováno v:
Canadian Journal of Civil Engineering. 17:497-499
In recent years nondestructive testing techniques have become popular for evaluating the structural integrity of pavements. An important factor for the interpretation of the test data is the mechanical model used in the back-calculation analyses. It
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::318c700363b3a0b6e402f200f71ccd52
https://doi.org/10.1139/l90-054
https://doi.org/10.1139/l90-054
Publikováno v:
Magazine of Concrete Research. 50:91-92
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1095738e9e6bac450753f8504d73517a
https://doi.org/10.1680/macr.1998.50.1.91
https://doi.org/10.1680/macr.1998.50.1.91
Publikováno v:
Advances in Structural Engineering; Apr2006, Vol. 9 Issue 2, p257-264, 8p
Publikováno v:
Advances in Structural Engineering; Oct2002, Vol. 5 Issue 4, p223-230, 8p
Publikováno v:
Magazine of Concrete Research. 37:110-113
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f53d2470a2936d510591497103a5ea5d
https://doi.org/10.1680/macr.1985.37.131.110
https://doi.org/10.1680/macr.1985.37.131.110
Publikováno v:
Proceedings of the Institution of Civil Engineers. 87:651-663
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ffb0b370e9bd35fec2d71c966cc766ea
https://doi.org/10.1680/iicep.1989.3785
https://doi.org/10.1680/iicep.1989.3785
Autor:
R. P. Johnson, D. J. Oehlers
Publikováno v:
Magazine of Concrete Research. 33:171-179
Synopsis Analyses of computer studies and of over 200 tests lead to a method of predicting the load at which a concrete prism splits or bursts when subjected to a concentrated surface strip or patch load, and the range over which this splitting deter
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d08201a3f50fc85011b0d7accbf88699
https://doi.org/10.1680/macr.1981.33.116.171
https://doi.org/10.1680/macr.1981.33.116.171