TY - JOUR
T1 - Optimierung der Robustheit von selbstverdichtendem Beton gegenüber Temperatureinflüssen
AU - Schmidt, W.
AU - Brouwers, H.J.H.
AU - Kühne, H.C.
AU - Meng, B.
PY - 2013
Y1 - 2013
N2 - Robustness optimisation of self-compacting concrete regarding temperature effects Regarding the temperature dependent performance, self-compacting concrete (SCC) distinguishes from normal concrete, since its rheology does not only depend upon the hydration itself but supplementary upon the adsorption of superplasticizers, which is affected by the time and the hydration progress. Based on rheometric concrete investigations with different SCC mixture compositions and varied anionic charge densities of the superplasticizers, it is shown that SCC, which is rich in powder components, shows robust performance at low temperatures, while compositions with lower powder contents are favourable at high temperatures. Furthermore, the performance of different superplasticizer modifications at different temperature ranges is demonstrated. The relevant processes are explained by means of the water to powder ratio as well as the adsorption behaviour of superplasticizers, and options for the development of robust mixture compositions for individual temperature ranges are itemised.
AB - Robustness optimisation of self-compacting concrete regarding temperature effects Regarding the temperature dependent performance, self-compacting concrete (SCC) distinguishes from normal concrete, since its rheology does not only depend upon the hydration itself but supplementary upon the adsorption of superplasticizers, which is affected by the time and the hydration progress. Based on rheometric concrete investigations with different SCC mixture compositions and varied anionic charge densities of the superplasticizers, it is shown that SCC, which is rich in powder components, shows robust performance at low temperatures, while compositions with lower powder contents are favourable at high temperatures. Furthermore, the performance of different superplasticizer modifications at different temperature ranges is demonstrated. The relevant processes are explained by means of the water to powder ratio as well as the adsorption behaviour of superplasticizers, and options for the development of robust mixture compositions for individual temperature ranges are itemised.
U2 - 10.1002/best.201200051
DO - 10.1002/best.201200051
M3 - Article
SN - 0005-9900
VL - 108
SP - 13
EP - 21
JO - Beton- und Stahlbetonbau
JF - Beton- und Stahlbetonbau
IS - 1
ER -