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    Discussion of “<i>RC Bridge Decks under Pulsating and Moving Loads</i>” by Phillip C. Perdikaris and Sergio Beim (March, 1988, Vol. 114, No. 3) 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 002
    Author(s): Abul K. Azad; Mohammed H. Baluch
    Publisher: American Society of Civil Engineers
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    Flexure of Statically Indeterminate Cracked Beams 

    Source: Journal of Engineering Mechanics:;1985:;Volume ( 111 ):;issue: 012
    Author(s): Mohammed H. Baluch; Abul K. Azad
    Publisher: American Society of Civil Engineers
    Abstract: The influence of nonpropagating cracks on redistribution of internal forces in the flexure of statically indeterminate beams is studied by modeling crack as a rotational spring of known compliance, where the compliance is ...
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    Refined Theory for Thick Composite Plates 

    Source: Journal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 004
    Author(s): George Z. Voyiadjis; Mohammed H. Baluch
    Publisher: American Society of Civil Engineers
    Abstract: A refined theory for the bending of composite plates is developed, based on an assumed variation of the shear stresses through the thickness. The influence of transverse normal strain, transverse normal stress, and shear ...
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    Nonconservative Buckling of Precompressed Columns 

    Source: Journal of Engineering Mechanics:;1983:;Volume ( 109 ):;issue: 002
    Author(s): Abul K. Azad; Mohammed H. Baluch
    Publisher: American Society of Civil Engineers
    Abstract: The influence of precompression on the stability of a cantilever column under the action of a subtangential force is investigated. Included also in the results is a limit on the position of the applied subtangential force ...
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    Risks of Cracking and Delamination in Patch Repair 

    Source: Journal of Materials in Civil Engineering:;2002:;Volume ( 014 ):;issue: 004
    Author(s): Mohammed H. Baluch; Mohammad K. Rahman; Ali H. Al-Gadhib
    Publisher: American Society of Civil Engineers
    Abstract: The durability of concrete repair may be measured in terms of its resistance to cracking and to ingress by aggressive species. This paper addresses the various issues that form the nucleus of cracking resistance, including ...
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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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    Technical Theory of Beams with Normal Strain 

    Source: Journal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 008
    Author(s): Mohammed H. Baluch; Abul K. Azad; Mohamed A. Khidir
    Publisher: American Society of Civil Engineers
    Abstract: A new sixth order technical theory for the bending of beams is presented, which includes the influence of transverse normal strain. Appropriate boundary conditions are delineated. Application to the bending of a simple ...
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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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    Use of CFRP to Maintain Composite Action for Continuous Steel–Concrete Composite Girders 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 004
    Author(s): Alfarabi M. Sharif; Mohammad A. Samaaneh; Abul K. Azad; Mohammed H. Baluch
    Publisher: American Society of Civil Engineers
    Abstract: The loss of composite action at the negative moment region for a continuous composite girder reduces the girder’s strength and stiffness. This paper presents an experimental investigation into the use of carbon fiber–reinforced ...
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