Zobrazeno 1 - 10
of 201
pro vyhledávání: '"Deric J. Oehlers"'
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 175:514-536
Tests have shown that providing passive confinement to concrete, either through the use of internal stirrups, external fibre-reinforced polymer (FRP) wraps, FRP tubes or steel tubes, can increase the concrete strength and, in particular, the concrete
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ab807d34bc3f18f117d66aeac947a4ad
https://doi.org/10.1680/jstbu.19.00189
https://doi.org/10.1680/jstbu.19.00189
Publikováno v:
Australian Journal of Civil Engineering. 20:80-114
There are innumerable tests on small stocky circular cylinders with either internal passive encasement of the concrete with circular stirrups or spirals, or external passive encasement through fibr...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::10fff26e90cfb59a26228b2c4d041e01
https://doi.org/10.1080/14488353.2021.1926072
https://doi.org/10.1080/14488353.2021.1926072
Autor:
Deric J. Oehlers, Phillip Visintin
Publikováno v:
Structural Concrete. 22:2105-2125
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9d7e410bbc2cb4c086587e88f5bba6eb
https://doi.org/10.1002/suco.202000623
https://doi.org/10.1002/suco.202000623
Publikováno v:
Structural Concrete. 21:1577-1596
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::289e52860abe5704bd2e0d7f0f91fbdf
https://doi.org/10.1002/suco.201900498
https://doi.org/10.1002/suco.201900498
Publikováno v:
Composites Part B: Engineering. 160:177-194
A partial interaction procedure is developed for obtaining analytical solutions for the global load-slip behaviour of fibre-reinforced polymer plates adhesively bonded and mechanically anchored to brittle substrates. This is performed by adopting a m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0322f7d6922e029c59d32007ee2ee8fa
https://doi.org/10.1016/j.compositesb.2018.10.024
https://doi.org/10.1016/j.compositesb.2018.10.024
Publikováno v:
Journal of Structural Engineering. 147
The inclusion of fibers substantially improves the shear resistance of reinforced concrete beams. Fibers can, therefore, be used as a partial or full substitute for traditional transverse r...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ddfc4f0a8b41a1c50e67a52364d06c3a
https://doi.org/10.1061/(asce)st.1943-541x.0003023
https://doi.org/10.1061/(asce)st.1943-541x.0003023
Publikováno v:
Journal of Structural Engineering. 147
In this paper, a new model, which can be solved either numerically or analytically, is presented for predicting the shear strength of fiber-reinforced concrete beams. This approach is based...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::26e4bc4c94222806d6897a7824255198
https://doi.org/10.1061/(asce)st.1943-541x.0002934
https://doi.org/10.1061/(asce)st.1943-541x.0002934
Publikováno v:
Journal of Structural Engineering. 146
The ductility of a beam is important in reinforced concrete member design at the ultimate limit state, especially in resisting dynamic loads such as those from earthquakes or blasts. Concre...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b5fa6c7e7313e302d2f1b3dd4ac16426
https://doi.org/10.1061/(asce)st.1943-541x.0002731
https://doi.org/10.1061/(asce)st.1943-541x.0002731
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 171:380-394
Steel reinforcing bar corrosion is a major concern in reinforced concrete (RC) structures. Two problems have to be tackled: determining the rate of corrosion and determining the effect of corrosion on the behaviour of the RC structure, not just at th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::218f58cb9efdfbd5ad468b963c2d70ee
https://doi.org/10.1680/jstbu.16.00168
https://doi.org/10.1680/jstbu.16.00168
Publikováno v:
Australian Journal of Civil Engineering. 16:106-121
The incorporation of steel fibres into ultra-high performance fibre-reinforced concrete (UHPFRC) leads to an overall improvement in the tensile and compressive ductility of the material. At the serviceability limit, fibres bridging cracks in the tens
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bc161cd9a35e19908dbc8281f411f571
https://doi.org/10.1080/14488353.2018.1463608
https://doi.org/10.1080/14488353.2018.1463608