The Experimental Assessment of the Deformability of Cement and Cement-asphalt Matrices with Rubber Powder Additive by Application of DIC System

7th International Conference on Advanced Materials and Structures

Kukielka, J.^1 ; Sadowski, T.^2

Department of Roads and Bridges, Lublin University of Technology, Nadbystrzycka 40 str., Lublin

20-618, Poland^1

Department of Solid Mechanics, Lublin University of Technology, Nadbystrzycka 40 str., Lublin

20-618, Poland^2

关键词: 4-point bending;    Asphalt cements;    Cement concrete;    Cement matrix;    D. digital image correlation (DIC);    Deformation process;    Experimental assessment;    Rubber powders;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/416/1/012049/pdf
DOI  :  10.1088/1757-899X/416/1/012049

来源: IOP

【 摘 要 】

The paper presents an experimental study of deformability of beams made of cement and asphalt-cement matrices with addition of rubber powder 25÷40% in relation to binders. 4-Point Bending (4-PB) tests were performed with series of specimens after 28 days of hardening. Tests were done at various temperatures, i.e. 5°C, 23°C and 50°C. Monitoring of deformation process was fully recorded by Digital Image Correlation (DIC) system ARAMIS up to the final failure.The cracks in the asphalt-cement matrices with rubber powder initiate when stress state exceeded about 50% of their flexural strength (fct,flex2). The obtained experimental results lead to the general conclusion that addition of rubber powder to different matrices causes increase of deformability, from 2 to 3 times in relation to the pure cement matrix. Moreover, it can be stated that composite materials such as asphalt-cement concrete (ACC), mineral-cement-emulsion mixes (MCEM) with rubber powder additive are more flexible in comparison to the pure cement concrete (CC),