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    Prestressed Concrete Beams with Small Opening Under Torsion 

    Source: Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 007
    Author(s): Abul Hasnat; Faisal F. Wafa; Ali A. Akhtaruzzaman
    Publisher: American Society of Civil Engineers
    Abstract: Based on the familiar skew‐bending model, strength equations are developed to predict the torsional strength of prestressed concrete beams containing a small circular transverse opening and subjected to torsion. Test results ...
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    Prestressed Concrete Beams with Opening Under Torsion and Bending 

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 011
    Author(s): Faisal F. Wafa; Abul Hasnat; AH A. Akhtaruzzaman
    Publisher: American Society of Civil Engineers
    Abstract: Strength equations based on the skew‐bending model have been developed to predict the torsional strength of prestressed concrete beams containing a circular transverse opening and subjected to combined torsion and bending. ...
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    Prestressed Beams with Openings and No Stirrups under Torsion and Bending 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 010
    Author(s): Abul Hasnat; Ali A. Akhtaruzzaman; Faisal F. Wafa
    Publisher: American Society of Civil Engineers
    Abstract: Test results of 17 axially prestressed concrete beams without stirrups and containing a transverse circular opening are presented. Mainly, beams having two different opening diameters were subjected to various combinations ...
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    Prestressed High-Strength Concrete Beams under Torsion 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 009
    Author(s): Faisal F. Wafa; Sabri A. Shihata; Samir A. Ashour; Ali A. Akhtaruzzaman
    Publisher: American Society of Civil Engineers
    Abstract: Fourteen prestressed high-strength concrete beams were tested to study their torsional behavior. The major variables were the concrete compressive strength, the aspect ratio of the beam cross section, the prestressing ...
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