Fracture Energy Approach to Characterize Concrete Crack Surface Roughness and Shear Stiffness
Author:
Affiliation:
1. Research Engineer, Dept. of Highways, Bangkok, Thailand.
2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 North Mathews Ave., Urbana, IL 61801.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282008%2920%3A4%28275%29
Reference16 articles.
1. Abdel-Maksoud G. (1999). “Relationship between joint performance and geometrical and mechanical properties of concrete joints subjected to cyclic shear.” Ph.D. Thesis Univ. of Illinois at Urbana-Champaign Urbana Ill.
2. Fracture mechanics modeling using images of fracture surfaces
3. Impact of coarse aggregates on transverse crack performance in jointed concrete pavements;Buch N.;ACI Mater. J.,2000
4. Chupanit P. (2005). “Characterization of concrete pavement joint surfaces.” Ph.D. thesis Univ. of Illinois at Urbana-Champaign Urbana Ill.
5. Chupanit P. and Roesler J. R. (2005) “Improvement of concrete cracking resistance and joint load transfer through coarse aggregate selection.” Transportation Research Record . 1913 Transportation Research Board Washington D.C. 3–10.
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