Interfacial Transition Zone Meso-Structure of MgO Concrete Loaded to Failure by Computed Tomography

Article Preview

Abstract:

The computed tomography was introduced to track the development of cracks in cement matrix and interfacial transition zone of MgO concrete under load to failure. Results indicated that some pores were present before concrete was loaded due to none compaction which would tend to initiate cracks expanding. After loading, energy transferring route kept changing and extended towards weak area and it chose to be released through aggregates when concentrated stress on cracks tip surpassed ultimate load with consequences of some cracks getting interconnected with each other through cement matrix. Differentiated and Binarized CT images analysis confirmed that width of cracks was increased and extending routes diversified with loading implemented and interfacial transition zone remained primary choice for cracks development.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

403-407

Citation:

Online since:

December 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] A.M. Neville. PROPERTIES OF CONCRETE (the 4th edition)[M]. London: Person Education press,(2008).

Google Scholar

[2] Mindess Sabin. Tests to determine the mechanical properties of the interfacial zone: Interfacial Transition Zone in Concrete[C]. RILEM Report 11. London,1996,47-63.

DOI: 10.1201/9781482271560-12

Google Scholar

[3] Farran J. Introduction: The transition zone discovery and development: Interfacial Transition Zone in Concrete[C]. RILEM Report 11. London,1996,13-15.

Google Scholar

[4] Vladimir Machovic,Lubomir Kopecky,etal. Raman Micro-spectroscopy Mapping and Microstructural and micromechanical study of interfacial transition zone in concrete reinforced by polyfibers [J]. Ceramics–Silikaty, 2008, 52(1): 54-60.

Google Scholar

[5] Wan H W, Shui Z H, Lin Z S. Environmental Evaluation of Regenerated Concrete[J]. Journal of Wuhan University of Technology, 2003, 25(4): 17-20.

Google Scholar

[6] Ollivier J P,Maco J C. Interfacial Transition Zone in Concrete[J]. Advanced Cement-based Materials, 1995, 28(2): 30-38.

DOI: 10.1016/1065-7355(95)90037-3

Google Scholar

[7] Meso J. C. Interfacial Transition Zone in Concrete[C]. RILEM Report 11. London, (1996).

Google Scholar

[8] Qian C X, Ba M F, Guo X G, Han X Y. Evaluation of Sub-microstructure in Concrete with Low Water-binder Ratio by SEM-BSE Image Analysis[J]. J. Wuhan University of Technology-Mater. Sci. Ed., 2010, 25(4): 682-686.

DOI: 10.1007/s11595-010-0070-7

Google Scholar

[9] C.J. Du. A Review of Magnesium Oxide in Concrete [J]. Concrete International, 2005, (1): 45-50.

Google Scholar

[10] M. Deng, M.S. Tang. Expansion of Light-burnt MgO Concrete [J]. Science and Technology Review, 2008, 26(10): 61-64.

Google Scholar

[11] Guo D M, Zuo J P, Zhang H. Mechanics of Crack Propagation in High Performance Concrete and Its Fractal Dimensions Based on CT Observation[J]. Journal of the Chinese Ceramic Society, 2009, 37(10): 1607-1612.

Google Scholar

[12] Chen H Q, Ding W H, Pu Y B. X-ray CT Real-time Observation on Concrete Meso-structure Destruction under Compressive Load[J]. Journal of Hydraulic Engineering, 2006, 37(9): 1044-1050.

Google Scholar

[13] Yin X T, Ge X R, Dang F N. Damage and Fracture Mechanism of Concrete by Ecological Method Based on CT Test[J]. Concrete, 2006, 202(8): 21-24.

Google Scholar

[14] Wu Y Q, Ding W H, Cao G Z. Observation and Detection of Evolution Process of Rock Crack on CT Scale under uniaxial and Triaxial Compressive Condition [J]. Journal of Xi'an University of Technology, 2003, 19(2): 115-119.

Google Scholar

[15] Tian W, Dang F N, Chen H Q, etal. CT Analysis on Dynamic Meso-fracture Process of Concrete Based on the Image Processing [J]. Journal of Hydroelectric Engineering, 2009, 28(5): 147-151.

Google Scholar