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    Nondestructive and Laboratory Evaluation of Damage Gradients in Concrete Structure Exposed to Cryogenic Temperatures 

    Source: Journal of Performance of Constructed Facilities:;2006:;Volume ( 020 ):;issue: 001
    Author(s): Ufuk Dilek
    Publisher: American Society of Civil Engineers
    Abstract: This paper discusses the use of pulse velocity, dynamic Young’s modulus of elasticity, and air permeability of concrete to evaluate the extent of damage and damage gradients to a concrete structure exposed to thermal shock ...
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    Ultrasonic Pulse Velocity in Nondestructive Evaluation of Low Quality and Damaged Concrete and Masonry Construction 

    Source: Journal of Performance of Constructed Facilities:;2007:;Volume ( 021 ):;issue: 005
    Author(s): Ufuk Dilek
    Publisher: American Society of Civil Engineers
    Abstract: This paper discusses applications of ASTM C 597 “Standard Test Method for Pulse Velocity Through Concrete” technique to field detection of damage to concrete in service and field quality assessment of cast-in-place concrete ...
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    Evaluation of Fire Damage to a Precast Concrete Structure Nondestructive, Laboratory, and Load Testing 

    Source: Journal of Performance of Constructed Facilities:;2005:;Volume ( 019 ):;issue: 001
    Author(s): Ufuk Dilek
    Publisher: American Society of Civil Engineers
    Abstract: This article discusses the use of nondestructive and laboratory testing techniques and load testing in evaluation of fire damage to precast prestressed concrete members in a parking structure. The in situ evaluation phase ...
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    Assessment of Fire Damage to a Reinforced Concrete Structure during Construction 

    Source: Journal of Performance of Constructed Facilities:;2007:;Volume ( 021 ):;issue: 004
    Author(s): Ufuk Dilek
    Publisher: American Society of Civil Engineers
    Abstract: This article summarizes an engineering evaluation of the extent of fire damage to a concrete structure under construction. The fire occurred in a portion of the reinforced concrete structure and visibly damaged a load ...
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    Comparison of Nondestructive Evaluation Findings, Constrained and Unconstrained Wave Speeds, Dynamic Moduli, and Poisson’s Ratio of Core Specimens from a Concrete Structure Damaged by Fire 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 005
    Author(s): Ufuk Dilek; Engin Reis
    Publisher: American Society of Civil Engineers
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    Elastic Dynamic Young’s Modulus and Permeability of Concrete in Fire Damaged Structural Members 

    Source: Journal of Materials in Civil Engineering:;2008:;Volume ( 020 ):;issue: 002
    Author(s): Ufuk Dilek; Michael L. Leming
    Publisher: American Society of Civil Engineers
    Abstract: This article reviews the results of two studies examining the effects of exposure to elevated temperatures on the dynamic elastic (Young’s) modulus
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    Evaluation and Load Testing of Posttensioned Concrete Structure Exhibiting Distress 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 001
    Author(s): Ufuk Dilek; Engin Murat Reis
    Publisher: American Society of Civil Engineers
    Abstract: This article discusses the evaluation of a posttensioned concrete structure exhibiting cracking using nondestructive evaluation, laboratory testing of concrete samples, and subsequent in situ load testing. During a field ...
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    Nondestructive Radiographic Evaluation and Repairs to a Prestressed Concrete Parking Structure Following Partial Collapse 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 006
    Author(s): Engin Murat Reis; Ufuk Dilek
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents use of radiographic imaging (X-ray) in evaluation of existing reinforcing steel and tendon configuration of a structure following a collapse and development of steel retrofit and carbon-fiber-reinforced ...
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    Comparison of Pulse Velocity and Impact-Echo Findings to Properties of Thin Disks from a Fire Damaged Slab 

    Source: Journal of Performance of Constructed Facilities:;2007:;Volume ( 021 ):;issue: 001
    Author(s): Ufuk Dilek; Michael L. Leming
    Publisher: American Society of Civil Engineers
    Abstract: The engineering assessment of fire damage to a concrete slab provided the opportunity to compare the results of in situ, nondestructive evaluation (NDE) techniques and laboratory testing of specimens taken from cores ...
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    Load Testing of Historic Cast Iron Stairs at Cape Hatteras Lighthouse 

    Source: Journal of Performance of Constructed Facilities:;2005:;Volume ( 019 ):;issue: 001
    Author(s): Ufuk Dilek; Marc L. Sorenson; Donald B. Chandler
    Publisher: American Society of Civil Engineers
    Abstract: The Cape Hatteras Lighthouse is the tallest brick structure of its kind in the United States. The national icon was closed to visitors after several pieces of the cast iron stairs, original to the structure, dislodged and ...
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