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    Study of Statistical Uncertainties for Temperature Gradients in Concrete Bridges 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2021:;Volume ( 008 ):;issue: 001:;page 04021083
    Author(s): Ahmed Elshoura; Ayman M. Okeil
    Publisher: ASCE
    Abstract: The philosophy currently adopted by AASHTO Bridge Design Specifications (BDS) is based on considering uncertainties inherent in the structural design process by proposing load and resistance factors. Factors used in the ...
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    Calibration of Temperature Gradient Load Factor for Service Limit State Design of Concrete Slab-on-Girder Bridges 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 011:;page 04022112
    Author(s): Ahmed Elshoura; Ayman M. Okeil
    Publisher: ASCE
    Abstract: Design factors in load and resistance factor design (LRFD) codes are determined using structural reliability theory to account for the uncertainties in loads and resistance. The calibration of load factors for strength ...
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    Shear Performance of Steel Beams with Bonded GFRP Stiffeners: Weathering and Cyclic Load Effects 

    Source: Journal of Composites for Construction:;2022:;Volume ( 026 ):;issue: 006:;page 04022081
    Author(s): Tuna Ulger; Ayman M. Okeil
    Publisher: ASCE
    Abstract: Strengthening-by-stiffening (SBS) is a technique for enhancing the shear performance of buckling-prone webs of steel beams by bonding glass fiber–reinforced polymer (GFRP) stiffeners. This paper focuses on changes in load ...
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    Strengthening by Stiffening: Fiber-Reinforced Plastic Configuration Effects on Behavior of Shear-Deficient Steel Beams 

    Source: Journal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 004
    Author(s): Tuna Ulger; Ayman M. Okeil
    Publisher: American Society of Civil Engineers
    Abstract: Restoring the capacity of deficient structural members to meet original design requirements or new higher demands is common. For that purpose, research efforts to use composite materials in retrofitting steel structures ...
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    Ultrasonic Signal Characteristics for Nondestructive-Yield Detection in Steel Structures 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 010
    Author(s): Yilmaz Bingol; Ayman M. Okeil
    Publisher: American Society of Civil Engineers
    Abstract: Nondestructive testing (NDT) methods for identifying stress levels in materials mostly rely on the theory of acoustoelasticity. However, the sensitivity and the accuracy of acoustoelasticity are affected by several factors ...
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    Warping Stresses in Curved Box Girder Bridges: Case Study 

    Source: Journal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 005
    Author(s): Ayman M. Okeil; Sherif El-Tawil
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a detailed investigation of warping-related stresses in 18 composite steel-concrete box girder bridges. The bridge designs were adapted from blueprints of existing bridges in the state of Florida and ...
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    Closure to “Warping Stresses in Curved Box Girder Bridges: Case Study” by Ayman M. Okeil and Sherif El-Tawil 

    Source: Journal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 006
    Author(s): Ayman M. Okeil; Sherif El-Tawil
    Publisher: American Society of Civil Engineers
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    Survey of Short- and Medium-Span Bridge Damage Induced by Hurricane Katrina 

    Source: Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 004
    Author(s): Ayman M. Okeil; C. S. Cai
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports on a survey effort of damaged bridges conducted by the writers in the aftermath of Hurricane Katrina of August 2005. As with Hurricane Ivan in 2004, low-lying coastal bridges suffered severe damage due ...
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    Considerations for Opening New Access Holes in Curved Box Girders 

    Source: Practice Periodical on Structural Design and Construction:;2002:;Volume ( 007 ):;issue: 001
    Author(s): Ayman M. Okeil; Sherif El-Tawil
    Publisher: American Society of Civil Engineers
    Abstract: Access hatches (holes) in curved-box-girder bridges are usually provided in the bottom flange immediately before or after an expansion joint. If additional access hatches are required after the bridge is built, they must ...
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    Partial Continuity in Bridge Girders with Jointless Decks 

    Source: Practice Periodical on Structural Design and Construction:;2005:;Volume ( 010 ):;issue: 004
    Author(s): Ayman M. Okeil; Adel ElSafty
    Publisher: American Society of Civil Engineers
    Abstract: Many bridges are constructed in groups of simple spans. This construction system requires the use of deck (expansion) joints over piers, leading to numerous problems that are costly to maintain or repair. The use of jointless ...
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