简介概要

Testing and Modeling of Bituminous Mortar Response

来源期刊:Journal Of Wuhan University Of Technology Materials Science Edition2010年第4期

论文作者:Woldekidan MF Huurman M Mo LT

文章页码:637 - 640

摘    要:A dynamic shear rheometer (DSR) setup, with a modified test geometry specifically developed for the mortar, was used to conduct time and frequency domain tests. The mortar was composed of a pure bitumen, filler and fine fractions of sand. In the test setup two mounting procedures were compared and the one that delivers better test result repeatability was selected. Test results obtained from frequency domain tests were used to construct a master curve using time-temperature superposition principle (TTS). Time domain material functions were obtained from the master curve by using frequency-time domain inter-conversion. In this process a series of Kelvin-Voigt element were used. Using material parameters obtained from frequency domain results, creep-recovery tests in time domain were simulated using a Matlab program. Results show a very good agreement with experimentally obtained creep-recovery data.

详情信息展示

Testing and Modeling of Bituminous Mortar Response

Woldekidan MF1,Huurman M1,Mo LT1,2

1. Department of Civil Engineering, Delft University of Technology2. Key Laboratory of Silicate Materials Science and Engineering, Wuhan University of Technology

摘 要:A dynamic shear rheometer (DSR) setup, with a modified test geometry specifically developed for the mortar, was used to conduct time and frequency domain tests. The mortar was composed of a pure bitumen, filler and fine fractions of sand. In the test setup two mounting procedures were compared and the one that delivers better test result repeatability was selected. Test results obtained from frequency domain tests were used to construct a master curve using time-temperature superposition principle (TTS). Time domain material functions were obtained from the master curve by using frequency-time domain inter-conversion. In this process a series of Kelvin-Voigt element were used. Using material parameters obtained from frequency domain results, creep-recovery tests in time domain were simulated using a Matlab program. Results show a very good agreement with experimentally obtained creep-recovery data.

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