Concrete Failure Modeling Based on Micromechanical Approach Subjected to Static Loading
Abstract
Keywords
Full Text:
PDFReferences
G. Ramesh, E. D. Sotelino, and W. F. Chen, 1996, "Effect of transition zone on elastic moduli of concrete materials", Cement and Concrete Research, Vol. 26, No. 4, pp. 611-622.
A. U. Nilsen and P. J. M. Monteiro, 1993, "Concrete: A three phase material", Cement and Concrete Research, Vol. 23, pp. 147-151.
J. Qu, 1993, "The effect of slightly weakened interfaces on the overall elastic properties of composite materials”, Mechanics of Materials, Vol. 12, pp. 269-281.
Z. Zhong and S. A. Meguid, 1996, "On the Eigenstrain problem of a spherical inclusion with an imperfectly bonded interface”, Journal of Applied Mechanics, Vol. 63, pp. 877-883.
E. P. Chen, 1995, "Dynamic brittle material response based on a continuum damage model”, Impact, Waves, and Fracture.
W. Weibull, 1951, "A statistical distribution function of wide applicability”, Journal of Applied Mechanics, Vol. 18, pp. 293-297.
B. L. Karihaloo, 1995, Fracture Mechanics and Structural Concrete, Longman Scientific and Technical.
W. K. Yip, et al., 1995, "A statistical model of microcracking of concrete under uniaxial compression”, Theoretical and Applied Fracture Mechanics, Vol. 22, pp. 17-27.
M. Lambrigger, 1997, "Alternative scaling of cumulative Weibull failure probability distribution functions”, Journal of Material Science Letter, Vol. 16, No. 19, pp. 1537-1539.
Y. Benvensite, 1987, "A new approach to the application of Mori-Tanaka's theory in composite materials”, Mechanics of Materials, Vol. 6, pp. 147-157.
T. Mura, 1987, Micromechanics of Defects in Solids, Martinus Nijhoff Publishers.
Z. P. Bazant, M. R. Tabbara, M. T. Kazemi, and G. Pijaudier-Cabot, 1990, "Random particle model for fracture of aggregate or fiber composite”, Journal of Engineering Mechanics, Vol. 116, No. 8, pp. 1686-1704.
A. R. Mohamed and W. Hansen, 1999, "Micromechanical modeling of concrete response under static loading – Part 1: Model development and validation”, ACI Materials Journal, Vol. 96, No. 2, pp. 196-203.
J. G. Zhang, 2001, “Triaxial behaviour of cement mortar under monotonic loading”, Master Thesis, Nanyang Technological University.
K. K. B. Dahl, 1992, A constitutive model for normal and highstrength concrete, ABK Report No. R 287, Department of Structural Engineering, TU Denmark, Lyngby.
DOI: http://dx.doi.org/10.12962/j20882033.v21i1.22
Refbacks
- There are currently no refbacks.
IPTEK Journal of Science and Technology by Lembaga Penelitian dan Pengabdian kepada Masyarakat, ITS is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
Based on a work at https://iptek.its.ac.id/index.php/jts.