Numerical Generation and Contact Analysis of Rough Surfaces in Concrete
Author:
Affiliation:
1. Ecole Polytechnique Fédérale de Lausanne, ENAC, Lausanne, Switzerland.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/19/7/19_864/_pdf
Reference58 articles.
1. 1) Almqvist, A., Sahlin, F., Larsson, R. and Glavatskih, S., (2007). “On the dry elasto-plastic contact of nominally flat surfaces.” Tribology International, 40(4), 574-579.
2. 2) Arganda-Carreras, I., Kaynig, V., Rueden, C., Eliceiri, K. W., Schindelin, J., Cardona, A. and Seung, H. S., (2017). “Trainable Weka segmentation: A machine learning tool for microscopy pixel classification.” Bioinformatics, 33(15), 2424-2426.
3. 3) Balankin, A. S., Susarrey, O., Paredes, R. G., Morales, L., Samayoa, D. and López, J. A., (2005). “Intrinsically anomalous roughness of admissible crack traces in concrete.” Physical Review E, 72(6), Article ID 065010.
4. 4) Bazant, Z. P. and Gambarova, P., (1980). “Rough cracks in reinforced concrete.” Journal of the Structural Division (ASCE), 106(4), 819-842.
5. 5) Bujadham, B. and Maekawa, K., (1992). “Qualitative studies on mechanisms of stress transfer across cracks.” Doboku Gakkai Ronbunshu, 451/V-17, 265-275.
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