Oskar Esping
Chalmers University of Technology
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Featured researches published by Oskar Esping.
International RILEM Conference on Volume Changes of Hardening Concrete: Testing and Mitigation, Copenhagen | 2006
Ingemar Lövgren; Oskar Esping
This paper deals with early-age cracking (< 24 h) due to plastic shrinkage which was evaluated using a restraint ring test. A large number of different SCC constituents and mix compositions have been investigated; e.g. w/c-ratio from 0.38 to 0.67, silica fume, and different admixtures. For comparison, tests with standard concrete were made. The influence of different constituents and mixes on the plastic shrinkage crack tendency was observed, and the results indicated that a high crack tendency was generated when the concrete had a large autogenous shrinkage (silica addition, low w/c) and/or high water evaporation (high w/c). Retardation (retarder, high superplasticizer dosage) also increased the cracking. The minimum crack tendency was found to be at w/c 0.55. Moreover, the crack tendency could be reduced by shrinkage-reducing admixture (large positive effect on both autogenous shrinkage and evaporation) or by acceleration. A wax membrane was effective for concretes with high evaporation. Finally, the ring-test method and the experimental results were also verified by field studies.
2nd International RILEM Symposium on Advances in Concrete through Science and Engineering | 2006
Oskar Esping
In the presented work, early age (< 24 h) autogenous deformation was measured and crack tendency due to plastic shrinkage was evaluated; see Esping and Löfgren [1]. For the autogenous deformation, a specially developed digital dilatometer was used which generated accurate measurements of the linear displacements of the concrete, which was cast in a vapour-proof flexible tube mould. The plastic shrinkage cracking tendency was evaluated by exposing concrete specimens to early drying conditions while these were restrained by an inner steel ring. A large number of different SCC constituents and mix compositions have been investigated: e.g. w/c-ratio from 0.38 to 0.67, silica fume, and different admixtures. For comparison, tests with standard concrete were also made. The influence of different constituents and mixes on the autogenous deformation and plastic shrinkage crack tendency was observed. The results indicated that a high crack tendency arose when there was: large autogenous shrinkage (silica addition, low w/c, high fineness); high water evaporation (high w/c, low fineness); retardation (retarder or high superplasticizer dosage); low content of coarse aggregate. Minimum crack tendency was found at w/c 0.55.
Cement and Concrete Research | 2008
Oskar Esping
Archive | 2004
Oskar Esping
Archive | 2005
Oskar Esping; Ingemar Lövgren
Archive | 2007
Oskar Esping
Bygg & Teknik | 2017
Oskar Esping; Ingemar Lövgren
Materials, Systems and Structures in Civil Engineering 2016 - Segment on Service Life. 1 | 2016
Ingemar Lövgren; Luping Tang; Oskar Esping; Anders Lindvall
Materials, Systems and Structures in Civil Engineering 2016 - Segment on Frost Action in Concrete | 2016
Ingemar Lövgren; Oskar Esping; Anders Lindvall
Betong | 2005
Oskar Esping; Ingemar Löfgren