Development of a new testing procedure to measure thermal fatigue performance of asphalt concrete

Download
2020-11
Shabani, Reza
In the scope of this study, a new test procedure is developed to investigate the thermal fatigue performance of asphalt concrete materials. To achieve this, test samples are compacted using different mixtures to be designed according to the Superpave mix design method. In the testing program, compacted samples are cut to produce beam specimens for thermal coefficient tests and semicircular specimens for thermal fatigue tests. Analysis of variance (ANOVA) and Multivariate analyses are both used to evaluate the effect of test variables on derived parameters characterizing the thermal coefficients and the thermal fatigue performance of the specimens. Results of ANOVA indicate that aggregate type is the most significant factor for the thermal coefficient of asphalt concrete. Asphalt type, aggregate type, gradation, frequency, aging and rest time are also significant design factors for thermal fatigue according to the results of multivariate analyses. However, among the test variables studied, loading frequency and asphalt type seem to be highly effective factors governing the behavior of asphalt concrete against thermal fatigue.

Suggestions

The Influence of different mixture design variables on thermal fatigue cracking of asphalt concrete pavements /
Arabzadeh, Ali; Güler, Murat; Department of Civil Engineering (2014)
In this study, in order to investigate the thermal fatigue resistance of naturally-aged asphalt concrete specimens, an experimental setup is developed. Mixture design variables, selected according the superpave method of design, include asphalt content, asphalt type, aggregate type, gradation and modification. In the course of this study, using the developed setup, thermal coefficients and thermal fatigue life of the asphalt concrete specimens are measured. Then, using the analysis of variance tests the sig...
Development of a computer program for the analysis of fatigue crack growth
Dalgıç, Ali Murtaza; Bilir, Ömer Gündüz; Kadıoğlu, Suat; Department of Mechanical Engineering (2002)
In this study, a computer program is developed for fatigue crack propagation analysis of metal alloys and random fiber composites. The developed program takes the fatigue crack propagation experiment data in the form of crack length vs. number of cycles from the user. The user also, selects the crack geometry and defines loading conditions of the test specimen. Developed program analyze the experimental data and evaluates crack growth rate and stress intensity range. For the calculated or ready crack growth...
Development of a regression model for the fatigue life assessment of open-hole specimens with double through the thickness cracks
Heidari Shabestari, Seyed Sohrab; Kayran, Altan; Department of Aerospace Engineering (2019)
This thesis mainly deals with the investigation of the fatigue crack growth characteristics of open rivet holes in aluminum 2024-T3 material. In this respect, most commonly observed type of cracks emanating from rivet holes, namely, double through the thickness edge cracks with centered configurations has been considered. Stress intensity factors and the fatigue lifes are calculated analytically and also with the Extended Finite Element Method (XFEM).Analytical calculations have been carried out using the c...
Analysis of the thermomechanical behavior of [0] and [0/90] SCS-6/Timetal 21S composites
Çöker, Demirkan; Nicholas, Theodore (null; 1993-12-01)
Micromechanical modeling is used to determine the stresses and strains due to both mechanical and thermal loads in [0] and [0/90] titanium matrix composites (TMCs) subjected to processing and thermomechanical fatigue (TMF) loading conditions. The concentric cylinder model, due to its simple geometry as well as its capability to capture the three-dimensional aspects of the stress state in a composite, is used to determine the stresses in a unidirectional composite. A representative volume element of the comp...
Investigation of low temperature cracking in asphalt concrete pavement
Qadir, Adnan; Güler, Murat; Department of Civil Engineering (2010)
In this study, low temperature cracking of asphalt concrete is investigated based on a laboratory experimental program including the design variables of aggregate type, gradation, asphalt content, binder grading, binder modification, and the experimental variables of cooling rate, and specimen size. The design of experiment is proposed according to the fractional factorial design principles to reduce the required number of test specimens. Mix designs are performed according to the Superpave mix design guide...
Citation Formats
R. Shabani, “Development of a new testing procedure to measure thermal fatigue performance of asphalt concrete,” Ph.D. - Doctoral Program, Middle East Technical University, 2020.