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    Quality Assurance of Measured Response Intended for Fatigue Life Prediction 

    Source: Journal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 004
    Author(s): John Leander; Raid Karoumi
    Publisher: American Society of Civil Engineers
    Abstract: By in situ measurements, the real distribution of stress ranges caused by service loads can be recorded. Inherent effects in the measured response as disturbance can, however, create puzzles in the interpretation of the ...
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    Reliability-Based Calibration of Fatigue Safety Factors for Existing Steel Bridges 

    Source: Journal of Bridge Engineering:;2015:;Volume ( 020 ):;issue: 010
    Author(s): John; Leander; Bert; Norlin; Raid; Karoumi
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates the fatigue assessment of existing steel bridges. Measurements can be used to reduce uncertainties in the structural behavior and the effects of action. However, the treatment of the measured response ...
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    Cost-Efficient Procurement of Bridge Infrastructures by Incorporating Life-Cycle Cost Analysis with Bridge Management Systems 

    Source: Journal of Bridge Engineering:;2015:;Volume ( 020 ):;issue: 006
    Author(s): Mohammed; Safi; Håkan; Sundquist; Raid; Karoumi
    Publisher: American Society of Civil Engineers
    Abstract: Life-cycle cost analysis (LCCA) has recognized potential for rationalizing bridge procurement, but its use in this context is far from systematic. The integration of LCCA findings in decisions is often far from robust. ...
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    Analyzing the Impact of Negative Cash Flow on Construction Performance in the Dubai Area 

    Source: Journal of Management in Engineering:;2012:;Volume ( 028 ):;issue: 004
    Author(s): Khalil I. Al-Joburi; Raid Al-Aomar; Mohammed E. Bahri
    Publisher: American Society of Civil Engineers
    Abstract: Cash flow impacts all aspects of the construction project implementation process. Cash shortages can lead to project failure and business bankruptcy. Researchers have studied cash flow in the context of scheduling, project ...
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    Comparison between Direct Tension, Four-Point Flexure, and Simplified Double-Punch Tests for UHPC Tensile Behavior 

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 009:;page 04022229
    Author(s): Megan S. Voss; Kyle A. Riding; Raid S. Alrashidi; Christopher C. Ferraro; H. R. Hamilton
    Publisher: ASCE
    Abstract: As ultra-high-performance concrete (UHPC) becomes more widely used, the need for good concrete tensile tests for fiber-reinforced concrete has become apparent. However, there is not yet one universally used test method. ...
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    Energy Harvesting from Train-Induced Response in Bridges 

    Source: Journal of Bridge Engineering:;2014:;Volume ( 019 ):;issue: 009
    Author(s): Paul; Cahill; Nora Aine Ni; Nuallain; Nathan; Jackson; Alan; Mathewson; Raid; Karoumi; Vikram; Pakrashi
    Publisher: American Society of Civil Engineers
    Abstract: The integration of large infrastructure with energy-harvesting systems is a growing field with potentially new and important applications. The possibility of energy harvesting from ambient vibration of bridges is a new ...
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    Direct Tensile Performance of Fiber-Reinforced High-Strength and Ultrahigh-Performance Concrete with Varied Curing Conditions 

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 008:;page 04025249-1
    Author(s): Voss, Megan S.; Alrashidi, Raid S.; Ferraro, Christopher C.; Hamilton, H. R.; Riding, Kyle A.
    Publisher: American Society of Civil Engineers
    Abstract: AbstractDirect tension tests were conducted on fiber-reinforced concretes with strengths ranging from high-strength to ultrahigh-performance concrete (UHPC) (83–165 MPa or 12–24 ksi) to determine how mixture ...
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    Lab and Field Study of Physical Sulfate Attack on Concrete Mixtures with Supplementary Cementitious Materials 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 001:;page 04020397
    Author(s): Mohammed H. Alyami; Hossein Mosavi; Raid S. Alrashidi; Mohammed A. Almarshoud; Christopher C. Ferraro; Kyle A. Riding
    Publisher: ASCE
    Abstract: Physical salt attack (PSA) or salt weathering occurs as a result of the crystallization pressures in concrete pores exerted by phase changes of salts that penetrate the concrete. The crystallization pressures cause ...
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