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    Effects of Shear and Normal Strain on Plate Bending 

    Source: Journal of Engineering Mechanics:;1985:;Volume ( 111 ):;issue: 009
    Author(s): G. Z. Voyiadjis; M. H. Baluch; W. K. Chi
    Publisher: American Society of Civil Engineers
    Abstract: The equations governing the bending of plates, taking into account the influence of transverse normal strain, are recast into a form involving the average transverse displacement function,
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    Categorization of Damage to Concrete Bridge Decks in Saudi Arabia 

    Source: Journal of Performance of Constructed Facilities:;1990:;Volume ( 004 ):;issue: 002
    Author(s): M. Y. Al‐Mandil; M. H. Baluch; A. K. Azad; A. M. Sharif; D. Pearson‐Kirk
    Publisher: American Society of Civil Engineers
    Abstract: A large number of highway bridges have been built in Saudi Arabia during the past two decades. Several of these bridges have shown signs of early deterioration including serious cracking and localized failures. A number ...
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    Fatigue Performance of Concrete Beams Strengthened with CFRP Plates 

    Source: Journal of Composites for Construction:;2000:;Volume ( 004 ):;issue: 004
    Author(s): M. H. Baluch; A. R. Khan; A. H. Al-Gadhib; Richard Andrew Barnes; Geoffrey Charles Mays
    Publisher: American Society of Civil Engineers
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    Concrete Degradation Due to Thermal Incompatibility of Its Components 

    Source: Journal of Materials in Civil Engineering:;1989:;Volume ( 001 ):;issue: 003
    Author(s): M. H. Baluch; L. A. R. Al‐Nour; A. K. Azad; M. Y. Al‐Mandil; A. M. Sharif; D. Pearson‐Kirk
    Publisher: American Society of Civil Engineers
    Abstract: The problem of premature and accelerated corrosion of concrete bridge decks in the Eastern Province of Saudi Arabia has motivated the study of damage sustained by concrete due to the thermal incompatibility of concrete ...
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