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    Predicting Residual Strength in Unsaturated Concrete Exposed to Sulfate Attack 

    Source: Journal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 003
    Author(s): Mohammed A. Shazali; Mohammed H. Baluch; Ali H. Al-Gadhib
    Publisher: American Society of Civil Engineers
    Abstract: Deleterious damage that manifests in cracking and strength loss due to expansion and exfoliation often occurs when hardened concrete is exposed to sulfates. For a degradation-free service life, modeling sulfate attack is ...
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    Enhancement in Chloride Diffusivity due to Flexural Damage in Reinforced Concrete Beams 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 004
    Author(s): Walid A. Al-Kutti; Muhammad K. Rahman; Mohammed A. Shazali; Mohammed H. Baluch
    Publisher: American Society of Civil Engineers
    Abstract: A multiphysics formulation for chloride diffusion in an RC beam with stress-induced damage quantifying the enhancement in chloride diffusivity due to damage is presented. An experimental investigation involving measurement ...
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    Simulation of Chloride Migration in Compression-Induced Damage in Concrete 

    Source: Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 007
    Author(s): M. Kalimur Rahman; Walid A. Al-Kutti; Mohammed A. Shazali; Mohammed H. Baluch
    Publisher: American Society of Civil Engineers
    Abstract: The ingress of chloride ions in a harsh chloride environment leads to the corrosion of reinforcing steel bars and reduction in the service life of concrete structures. Prediction of the service life of chloride-exposed ...
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