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    Tests on CFS Laced Columns Composed of Plain Channels: Behavior and Design 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 005:;page 04022043
    Author(s): M. Adil Dar; Dipti Ranjan Sahoo; Arvind K. Jain; Abhishek Verma
    Publisher: ASCE
    Abstract: A test program on cold-formed steel (CFS) laced columns fabricated using plain channels has been presented in this study. Twelve specimens with single and N-type lacing configurations were fabricated. The lacing plates and ...
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    Effective Strengthening of Timber Beams: Experimental Investigation 

    Source: Practice Periodical on Structural Design and Construction:;2021:;Volume ( 026 ):;issue: 001:;page 04020042
    Author(s): M. Adil Dar; N. Subramanian; M. Anbarasu; Hermes Carvalho; A. R. Dar
    Publisher: ASCE
    Abstract: This paper presents an experimental study on the strengthening of rectangular timber beams under monotonic loading. Both flexural and shear behavior of the specimens was studied. A total of five timber beam specimens with ...
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    Retrofitting of Hot-Rolled Steel Channels Using CFS Sections: Experimental Study and Flexural Behavior 

    Source: Practice Periodical on Structural Design and Construction:;2020:;Volume ( 025 ):;issue: 004
    Author(s): M. Adil Dar; N. Subramanian; Zeeshan Manzoor; Ahmad Fayeq Ghowsi; Hermes Carvalho; A. R. Dar
    Publisher: ASCE
    Abstract: This paper describes an experimental investigation aimed at retrofitting hot-rolled steel (HRS) channels using cold-formed steel (CFS) sections. Six simply supported specimens were tested under four-point monotonic loading. ...
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