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    Flexural Behavior of Steel Fiber Reinforced Concrete 

    Source: Journal of Materials in Civil Engineering:;1999:;Volume ( 011 ):;issue: 002
    Author(s): Mohamed Maalej; T. S. Lok
    Publisher: American Society of Civil Engineers
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    Flexural/Tensile‐Strength Ratio in Engineered Cementitious Composites 

    Source: Journal of Materials in Civil Engineering:;1994:;Volume ( 006 ):;issue: 004
    Author(s): Mohamed Maalej; Victor C. Li
    Publisher: American Society of Civil Engineers
    Abstract: In this paper the flexural behavior of a strain‐hardening engineered cementitious composite (ECC) is studied and compared with that observed in a regular fiber‐reinforced cementitious composite (FRC). Unlike concrete or ...
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    Flexural Strength of Fiber Cementitious Composites 

    Source: Journal of Materials in Civil Engineering:;1994:;Volume ( 006 ):;issue: 003
    Author(s): Mohamed Maalej; Victor C. Li
    Publisher: American Society of Civil Engineers
    Abstract: An analytical model has been developed for the flexural strength of fiber‐reinforced cement‐based materials. The proposed model adopts the fictitious crack concept to relate the flexural strength of these fiber composites ...
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    Behavior of Hybrid-Fiber Engineered Cementitious Composites Subjected to Dynamic Tensile Loading and Projectile Impact 

    Source: Journal of Materials in Civil Engineering:;2005:;Volume ( 017 ):;issue: 002
    Author(s): Mohamed Maalej; Ser Tong Quek; Jing Zhang
    Publisher: American Society of Civil Engineers
    Abstract: The characteristics of engineered cementitious composites (ECCs) subjected to dynamic tensile loading and high-velocity projectile impact have been investigated and are reported in this paper. Hybrid-fiber ECC containing ...
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    Performance of Hybrid-Fiber ECC Blast/Shelter Panels Subjected to Drop Weight Impact 

    Source: Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 010
    Author(s): Jing Zhang; Mohamed Maalej; Ser Tong Quek
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of an experimental study to evaluate the damage and failure mode of hybrid-fiber engineered cementitious composite (ECC) panels caused by large projectiles or fragments. The aim is to quantify ...
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    Analytical Model for Tensile Strain Hardening and Multiple Cracking Behavior of Hybrid Fiber-Engineered Cementitious Composites 

    Source: Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 007
    Author(s): Shaikh Faiz Ahmed; Mohamed Maalej; P. Paramasivam
    Publisher: American Society of Civil Engineers
    Abstract: An analytical model for the design of strain-hardening and multiple-cracking behavior of engineered cementitious composites (ECC) containing hybrid fibers is proposed. The model predicts first crack strength and ultimate ...
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    Shear Strength of Beams Made Using Hybrid Fiber–Engineered Cementitious Composites 

    Source: Journal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 001
    Author(s): Yazan Alrefaei; Khaldoun Rahal; Mohamed Maalej
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports the results of an experimental investigation of the shear behavior of beams made using hybrid fiber–engineered cementitious composites (HFECC). The paper specifically deals with the shear behavior of ...
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    Effect of Fiber Rupture on Tensile Properties of Short Fiber Composites 

    Source: Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 008
    Author(s): Mohamed Maalej; Victor C. Li; Toshiyuki Hashida
    Publisher: American Society of Civil Engineers
    Abstract: A probabilistic-based micromechanical model has been developed for the postcracking behavior of a brittle matrix reinforced with short, randomly distributed fibers. The model that predicts the composite-bridging stress ...
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