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    Postfire Strength of Channel-Type Shear Connectors 

    Source: Journal of Structural Engineering:;2023:;Volume ( 149 ):;issue: 010:;page 04023141-1
    Author(s): Erfan Maliji; Hossein Yousefpour
    Publisher: ASCE
    Abstract: The combined action of steel and concrete in composite beams is accomplished via shear connectors that prevent slip between the two materials. In a fire event, the performance of these shear connectors may be impacted, ...
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    Revisiting the Ambient and Postfire Strength of Channel-Type Shear Connectors 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 002:;page 04024214-1
    Author(s): Erfan Maliji; Hossein Yousefpour
    Publisher: American Society of Civil Engineers
    Abstract: The ability of steel-concrete composite floor systems to withstand loads relies on shear connectors, which prevent or limit slip between the two materials. This paper presents an experimentally validated numerical investigation ...
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    Postfire Anchorage Behavior of Hooked Bars in Reinforced Concrete Beam-to-Column Joints 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 008:;page 04025104-1
    Author(s): Arash Mozafari; Hossein Yousefpour; Bahram Navayi Neya
    Publisher: American Society of Civil Engineers
    Abstract: Many RC structures experience fire during their service life, after which the evaluation of their postfire performance becomes necessary. Exposure to elevated temperatures due to fire influences the mechanical properties ...
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    Optimization of Concrete Mixtures Containing Lightweight Expanded Clay Aggregates Based on Mechanical, Economical, Fire-Resistance, and Environmental Considerations 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 034 ):;issue: 002:;page 04021445
    Author(s): Farshad Dabbaghi; Sepideh Nasrollahpour; Mehdi Dehestani; Hossein Yousefpour
    Publisher: ASCE
    Abstract: This paper aims to develop an optimal design mixture for concrete containing lightweight expanded clay aggregates (LECA) and silica fume with a holistic view in which the mechanical properties, strength retention at elevated ...
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    Modeling Damage and Failure in Pretensioned Concrete Girders Fabricated with Large-Diameter Strands 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 008
    Author(s): Roya Alirezaei Abyaneh; Jessica Salazar; Alex Katz; Hyun su Kim; Hossein Yousefpour; Trevor Hrynyk; Oguzhan Bayrak
    Publisher: American Society of Civil Engineers
    Abstract: Pretensioned concrete elements are commonly fabricated with strands 12.7 or 15.2 mm (0.5 or 0.6 in.) in diameter; however, the industry has seen interest in using larger-diameter strands in recent years. The use of ...
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