Matches in UGent Biblio for { <https://biblio.ugent.be/publication/2939799#aggregation> ?p ?o. }
Showing items 1 to 32 of
32
with 100 items per page.
- aggregation classification "C1".
- aggregation creator person.
- aggregation creator person.
- aggregation creator person.
- aggregation date "2011".
- aggregation format "application/pdf".
- aggregation hasFormat 2939799.bibtex.
- aggregation hasFormat 2939799.csv.
- aggregation hasFormat 2939799.dc.
- aggregation hasFormat 2939799.didl.
- aggregation hasFormat 2939799.doc.
- aggregation hasFormat 2939799.json.
- aggregation hasFormat 2939799.mets.
- aggregation hasFormat 2939799.mods.
- aggregation hasFormat 2939799.rdf.
- aggregation hasFormat 2939799.ris.
- aggregation hasFormat 2939799.txt.
- aggregation hasFormat 2939799.xls.
- aggregation hasFormat 2939799.yaml.
- aggregation isPartOf urn:isbn:9780473190286.
- aggregation language "eng".
- aggregation publisher "New Zealand Concrete Society".
- aggregation rights "I have transferred the copyright for this publication to the publisher".
- aggregation subject "Technology and Engineering".
- aggregation title "Comparison of stress-strain behaviour of self-compacting concrete and conventional vibrated concrete".
- aggregation abstract "The knowledge of the stress-strain behaviour of concretes is a key element in the design process of reinforced concrete elements. The toughness of a material under compression can be quantified as the area under the stress-strain curve and is essential if the material is to be analyzed for impact, earthquakes, or fatigue loading. For high-strength concrete types it is known that failure occurs in a more brittle way, resulting in a steeper descending branch and a smaller area underneath it. Almost no test results are available describing the stress-strain behaviour of self-compacting concrete. Therefore different concrete types, self-compacting concretes as well as conventional vibrated concretes are investigated in this study. Uniaxial compressive tests to measure the stress-strain curve at different concrete ages (3, 7, 14, 28 days and 3 months) are performed. For this purpose cylinders with a height to diameter ratio of 3 and different compressive strengths are used. Due to the difference in mix composition a different stress-strain behaviour is noticed for self-compacting concrete. The peak strain seems to increase as well as the toughness of the material.".
- aggregation authorList BK288294.
- aggregation endPage "8".
- aggregation startPage "1".
- aggregation aggregates 2939828.
- aggregation isDescribedBy 2939799.
- aggregation similarTo LU-2939799.