Simulation of Chloride Migration in Compression-Induced Damage in Concrete
作者： M Kalimur Rahman , Walid A Al-Kutti , Mohammed A Shazali , Mohammed H Baluch , None
DOI: 10.1061/(ASCE)MT.1943-5533.0000458
关键词:
摘要: The ingress of chloride ions in a harsh environment leads to the corrosion reinforcing steel bars and reduction service life concrete structures. Prediction chloride-exposed structures is strongly dependent on diffusion coefficient, which turn influenced by several factors including materials environmental parameters, binding solid phase concrete, stresses caused external load acting structure. increased significantly damage associated with load-induced stress, which, if not taken into account, can lead erroneous prediction life. This paper investigates impact compressive stress-induced transport concrete. An experimental investigation involving non-steady-state migration test as per NT BUILD 492 was carried out unloaded specimens damaged under axial load. Numerical simulation rapid chloride-migration using multiphysics finite element software presented phenomenological model chloride-binding isotherm coupled Nernst-Planck equation used evaluate specimens.
sci-hub.se 参考文章(16)
Licheng Wang, Mitsutaka Soda, Tamon Ueda, Simulation of Chloride Diffusivity for Cracked Concrete Based on RBSM and Truss Network Model Journal of Advanced Concrete Technology. ,vol. 6, pp. 143- 155 ,(2008) , 10.3151/JACT.6.143
Sandor Popovics, A numerical approach to the complete stress-strain curve of concrete Cement and Concrete Research. ,vol. 3, pp. 583- 599 ,(1973) , 10.1016/0008-8846(73)90096-3
C. Andrade, Calculation of chloride diffusion coefficients in concrete from ionic migration measurements Cement and Concrete Research. ,vol. 23, pp. 724- 742 ,(1993) , 10.1016/0008-8846(93)90023-3
J. Mazars, G. Pijaudier‐Cabot, CONTINUUM DAMAGE THEORY - APPLICATION TO CONCRETE Journal of Engineering Mechanics-asce. ,vol. 115, pp. 345- 365 ,(1989) , 10.1061/(ASCE)0733-9399(1989)115:2(345)
M. A. Shazali, M. K. Rahman, A. H. Al-Gadhib, M. H. Baluch, Transport Modeling of Chlorides with Binding in Concrete Arabian Journal for Science and Engineering. ,vol. 37, pp. 469- 479 ,(2012) , 10.1007/S13369-012-0182-9
G.A. Narsilio, R. Li, P. Pivonka, D.W. Smith, Comparative study of methods used to estimate ionic diffusion coefficients using migration tests Cement and Concrete Research. ,vol. 37, pp. 1152- 1163 ,(2007) , 10.1016/J.CEMCONRES.2007.05.008
George Z. Voyiadjis, Ziad N. Taqieddin, Peter I. Kattan, Theoretical Formulation of a Coupled Elastic—Plastic Anisotropic Damage Model for Concrete using the Strain Energy Equivalence Concept International Journal of Damage Mechanics. ,vol. 18, pp. 603- 638 ,(2009) , 10.1177/1056789508092399
L. Marsavina, K. Audenaert, G. De Schutter, N. Faur, D. Marsavina, Experimental and numerical determination of the chloride penetration in cracked concrete Construction and Building Materials. ,vol. 23, pp. 264- 274 ,(2009) , 10.1016/J.CONBUILDMAT.2007.12.015
Anna Saetta, Roberto Scotta, Renato Vitaliani, Mechanical Behavior of Concrete under Physical-Chemical Attacks Journal of Engineering Mechanics. ,vol. 124, pp. 1100- 1109 ,(1998) , 10.1061/(ASCE)0733-9399(1998)124:10(1100)
George Chatzigeorgiou, Vincent Picandet, Abdelhafid Khelidj, Gilles Pijaudier-Cabot, Coupling between progressive damage and permeability of concrete: analysis with a discrete model International Journal for Numerical and Analytical Methods in Geomechanics. ,vol. 29, pp. 1005- 1018 ,(2005) , 10.1002/NAG.445