Comparison of Thermal Stress Calculation: Hopkins and Hamming’s Algorithm and Laplace Transformation Approach

Author:

Cannone Falchetto Augusto1,Moon Ki Hoon2

Affiliation:

1. Research Associate, Dept. of Civil Engineering, Technische Universität Braunschweig, 38106 Braunschweig, Germany; formerly, Graduate Student, Dept. of Civil, Environmental and Geo-Engineering, Asphalt Pavement Research Group, Univ. of Minnesota, Twin Cities, Minneapolis, MN 55455.

2. Senior Researcher, Korea Expressway Corporation, Corporate Strategy and Policy Research Division, Gimcheon 740-220, South Korea; Senior Researcher, Korea Expressway Corporation, Pavement Research Division, Hwaseong 455-812, South Korea; formerly, Graduate Student, Dept. of Civil, Environmental and Geo-Engineering, Asphalt Pavement Research Group, Univ. of Minnesota, Twin Cities, Minneapolis, MN 55455 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference36 articles.

1. AASHTO. (2010). “Standard specification for performance-graded asphalt binder.” Specification M320-10 Washington DC.

2. AASHTO. (2012a). “Standard method of test for determining the flexural creep stiffness of asphalt binder using the bending beam rheometer (BBR).” Specification T313-12 Washington DC.

3. AASHTO. (2012b). “Standard method of test for determining the fracture properties of asphalt binder in direct tension (DT).” Specification T314-12 Washington DC.

4. AASHTO. (2012c). “Standard practice for accelerated aging of asphalt binder using a pressurized aging vessel (PAV).” Specification R028-12 Washington DC.

5. AASHTO. (2013). “Standard method of test for effect of heat and air on a moving film of asphalt binder (rolling thin-film oven test).” Specification T240-13 Washington DC.

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