Effect of Crack Width and Chloride Binding on Chloride Diffusivity in Cracked RC Beams

M.A. Shazali, M.H Baluch, M.K. Rahman, W.A. Al-Kutti (2013). "Effect of Crack Width and Chloride Binding on Chloride Diffusivity in Cracked RC Beams." In Proceedings of FraMCoS 8, Toledo, Spain.

M.A. Shazali, M.H Baluch, M.K. Rahman, W.A. Al-Kutti. "Effect of Crack Width and Chloride Binding on Chloride Diffusivity in Cracked RC Beams." Paper presented at FraMCoS 8, Toledo, Spain, 2013.

M.A. Shazali, M.H Baluch, M.K. Rahman, W.A. Al-Kutti, "Effect of Crack Width and Chloride Binding on Chloride Diffusivity in Cracked RC Beams," in Proc. FraMCoS 8, Toledo, Spain, 2013.

@inproceedings{m-a-shazali2013,
  title     = {Effect of Crack Width and Chloride Binding on Chloride Diffusivity in Cracked RC Beams},
  author    = {M.A. Shazali, M.H Baluch, M.K. Rahman, W.A. Al-Kutti},
  year      = {2013},
  booktitle = {Proceedings of FraMCoS 8},
  address   = {Toledo, Spain},
}

TY  - CPAPER
TI  - Effect of Crack Width and Chloride Binding on Chloride Diffusivity in Cracked RC Beams
AU  - M.A. Shazali
AU  - M.H Baluch
AU  - M.K. Rahman
AU  - W.A. Al-Kutti
PY  - 2013
T2  - Proceedings of FraMCoS 8
CY  - Toledo, Spain
UR  - https://framcos.org/wp-content/uploads/framcos-papers/FraMCoS-8_Effect_of_Crack_Width_and_Chloride_Binding_on_Chloride_Diffusivity_in_Cracked_RC.pdf
AB  - This paper presents experimental and numerical results to study the effect of chloride binding and the crack width on the chloride transport in reinforced concrete beams subjected to flexure load. Reinforced concrete beams loaded in flexure to generate cracks were exposed to 8% of NaCl solution for three months. A crack influence function (F ) was developed to correlate the w crack width (w) and the ratio of chloride diffusion coefficient in the crack D to the chloride cr diffusion coefficient in sound concrete D . Results of numerical simulation using COMSOL was e seen to be in good agreement…
ER  -