Reconstruction and analysis of 3-D profile of fracture surface of concrete

• Published in: Cement and concrete research Vol. 30; no. 6; pp. 981 - 987
• Main Authors: Wu, Ke-Ru, Yan, An, Liu, Juan-yu, Zhang, Dong, Yao, Wu
• Format: Journal Article
• Language: English
• Published: New York, NY Elsevier Ltd 01.06.2000; Elsevier Science
• Subjects: 3-D profile; Applied sciences; Buildings. Public works; Concrete; Concretes. Mortars. Grouts; Exact sciences and technology; Image analysis; Materials; Mechanical properties; Properties and performance tests of mortar and hardened concrete; Surface area; Mechanical properties; 3-D profile; Image analysis; Concrete; Surface area; Three dimensional model; Fractal dimension; Laser; Numerical simulation; Experimental device; Fracture surface; Rough surface; Spatial triangulation; Experimental study
• ISSN: 0008-8846; 1873-3948
• DOI: 10.1016/S0008-8846(00)00249-0

A new experimental technique based on laser triangulation to analyze and reconstruct 3-D fracture surfaces of concrete was proposed. Results of the reconstruction of a standard object and of the fracture surface of a concrete specimen showed that this technique has reasonable accuracy. Compared with the traditional analysis methods, this method is very convenient to determine the fractal dimension and other parameters of fracture surfaces, since indirect or destructive experimental procedures that are laborious and time-consuming are avoided. Quantitative analysis of roughness and the fractal feature of the fracture surface of concrete was also carried out. According to the value of roughness parameter R s (i.e. the ratio of actual surface area to projected surface), it is shown that the true fracture surface area is about 45.4% greater than the nominal fracture area. Two methods of calculation of fractal dimension, i.e. modified slit-island technique and vertical section analysis, were employed and preliminary analysis results indicated that the fracture surface of concrete is fractal, with fractal dimension ranging from 2.1 to 2.2. This new technique may be of great help to precisely measure fracture parameters and eventually improve our understanding of failure mechanisms of concrete.