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    Object‐Oriented Finite Element and Graphics Data‐Translation Facility 

    Source: Journal of Computing in Civil Engineering:;1992:;Volume ( 006 ):;issue: 003
    Author(s): Jamal A. Abdalla; C. John Yoon
    Publisher: American Society of Civil Engineers
    Abstract: Object‐oriented approaches have emerged as one of the most promising paradigms for developing software. The approach has gained popularity in a number of fields in computer science, such as programming languages, data ...
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    Version and Configuration Model for Structural Design Objects: Design and Implementation 

    Source: Journal of Computing in Civil Engineering:;2008:;Volume ( 022 ):;issue: 003
    Author(s): Jamal A. Abdalla; Tilal M. Eltayeb
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the design and implementation of a version and configuration model (VCM) for structural design objects. The VCM is developed to capture the incremental, evolutionary, multipath and iterative nature of ...
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    Artificial Neural Network Predictions of Fatigue Life of Steel Bars Based on Hysteretic Energy 

    Source: Journal of Computing in Civil Engineering:;2013:;Volume ( 027 ):;issue: 005
    Author(s): Jamal A. Abdalla; Rami A. Hawileh
    Publisher: American Society of Civil Engineers
    Abstract: The fatigue life of steel reinforcing bars depends on the energy dissipated during cyclic loading. Steel bars play a major role in energy dissipation in reinforced concrete structures under low-cycle fatigue loading during ...
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    Durability of Reinforced Concrete Beams Externally Strengthened with CFRP Laminates under Harsh Climatic Conditions 

    Source: Journal of Composites for Construction:;2021:;Volume ( 025 ):;issue: 002:;page 04021005-1
    Author(s): Nasser Al Nuaimi; Muazzam Ghous Sohail; Rami Hawileh; Jamal A. Abdalla; Kais Douier
    Publisher: ASCE
    Abstract: This paper addresses the durability of reinforced concrete beams strengthened with carbon fiber-reinforced polymer (CFRP) laminates under natural and saline environments in the Arabian Gulf. Beam specimens were conditioned ...
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    Primitive‐Composite Approach for Structural Data Modeling 

    Source: Journal of Computing in Civil Engineering:;1992:;Volume ( 006 ):;issue: 001
    Author(s): H. Craig Howard; Jamal A. Abdalla; D. H. Douglas Phan
    Publisher: American Society of Civil Engineers
    Abstract: Accurate, efficient data exchange is vital to improving productivity in the architecture‐engineering‐construction industry. Much of the current work in data exchange is focused on the development of data exchange standards. ...
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    RC Columns Strengthened with NSM-CFRP Strips and CFRP Wraps under Axial and Uniaxial Bending: Experimental Investigation and Capacity Models 

    Source: Journal of Composites for Construction:;2021:;Volume ( 025 ):;issue: 002:;page 04021009-1
    Author(s): Raed Abokwiek; Jamal A. Abdalla; Rami A. Hawileh; Tamer El Maaddawy
    Publisher: ASCE
    Abstract: The efficiency of the use of near-surface mounted (NSM) carbon fiber-reinforced polymer (CFRP) strips confined with CFRP wraps to strengthen reinforced concrete (RC) columns will be experimentally and analytically investigated ...
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    Contribution of Longitudinal NSM-CFRP Bars on the Shear Strength of RC Beams with Varying Depths and Concrete Strengths 

    Source: Journal of Composites for Construction:;2022:;Volume ( 026 ):;issue: 003:;page 04022025
    Author(s): Rami A. Hawileh; Rayyan B. Saleh; Elias I. Saqan; Jamal A. Abdalla
    Publisher: ASCE
    Abstract: To assess experimentally the effect of flexural near surface mounted (NSM) carbon fiber-reinforced polymer (CFRP) bars mounted on the sides of beams on the shear strength of reinforced concrete (RC) beams, 18 shear-deficient ...
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    Influence of CFRP Spike Anchors on the Performance of Flexural CFRP Sheets Externally Bonded to Concrete 

    Source: Journal of Composites for Construction:;2023:;Volume ( 027 ):;issue: 005:;page 04023046-1
    Author(s): Ghusoon S. Alshami; Rami A. Hawileh; Jovan Tatar; Jamal A. Abdalla
    Publisher: ASCE
    Abstract: Fiber-reinforced polymer (FRP) composites are widely used in the strengthening and retrofitting of reinforced concrete (RC) members to enhance their flexural and shear capacities. Strengthening with FRP systems has been ...
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    Shear Strengthening of Reinforced Concrete T-Beams with Anchored CFRP Laminates 

    Source: Journal of Composites for Construction:;2021:;Volume ( 025 ):;issue: 004:;page 04021030-1
    Author(s): Haya H. Mhanna; Rami A. Hawileh; Jamal A. Abdalla; Ahmad S. D. Salama; Tarek Alkhrdaji
    Publisher: ASCE
    Abstract: Strengthening of existing reinforced concrete (RC) structures by externally bonding carbon fiber–reinforced polymers (CFRP) applied to the concrete substrate has proven to be effective in enhancing the shear capacity of ...
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    Durability of the Bond between CFRP Plates and Concrete Exposed to Harsh Environments 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 009
    Author(s): Adil K. Al-Tamimi; Rami A. Hawileh; Jamal A. Abdalla; Hayder A. Rasheed; Riadh Al-Mahaidi
    Publisher: American Society of Civil Engineers
    Abstract: Strengthening and retrofitting structural members using carbon fiber reinforced polymer (CFRP) materials has gained wide acceptance in the civil engineering community because of their superior mechanical properties, light ...
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