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    Shrinkage of Fiber-Reinforced Ultrahigh Strength Concrete 

    Source: Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 005
    Author(s): Srinivas Allena; Craig M. Newtson
    Publisher: American Society of Civil Engineers
    Abstract: The ultra-high strength concrete (UHSC) used in this study had a compressive strength greater than 145 MPa and was produced using materials commonly available in southern New Mexico. Specifically, locally available Type ...
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    Optimization of Nonlinear Ultrasound Results to Determine Dynamic Properties of Concrete 

    Source: Journal of Materials in Civil Engineering:;2008:;Volume ( 020 ):;issue: 011
    Author(s): Hui Xiang; Craig M. Newtson; Clinton Woodward
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the development of a new algorithm to identify dynamic properties of concrete by comparing simulated and experimental results of nonlinear ultrasound testing. Prismatic concrete specimens with different ...
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    Effects of Aggregate Top Size on Bituminous Concrete 

    Source: Journal of Materials in Civil Engineering:;1993:;Volume ( 005 ):;issue: 004
    Author(s): Craig M. Newtson; John P. Turner
    Publisher: American Society of Civil Engineers
    Abstract: An experimental program consisting of resilient modulus and creep‐rebound testing was conducted to determine the effects of aggregate top size on the stiffness and resistance to permanent deformation of bituminous concrete ...
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    Field Evaluation of Marine Structures Containing Calcium Nitrite 

    Source: Journal of Performance of Constructed Facilities:;2005:;Volume ( 019 ):;issue: 001
    Author(s): Mereoni M. B. Bola; Craig M. Newtson
    Publisher: American Society of Civil Engineers
    Abstract: A field study of corrosion of reinforcing bars in existing concrete pier structures is presented in this paper. The objective of the research was to evaluate the effectiveness of calcium nitrite for combating corrosion in ...
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    Two-Dimensional Magnetic Algorithm to Detect Reinforcing Steel 

    Source: Journal of Materials in Civil Engineering:;1995:;Volume ( 007 ):;issue: 003
    Author(s): Craig M. Newtson; Marc O. Eberhard
    Publisher: American Society of Civil Engineers
    Abstract: A two-dimensional algorithm has been developed to determine the locations and sizes of steel bars in reinforced concrete members. This algorithm uses magnetostatic relationships to relate measured distortions in the magnetic ...
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    Fundamental Frequency Testing of Reinforced Concrete Beams 

    Source: Journal of Performance of Constructed Facilities:;2006:;Volume ( 020 ):;issue: 002
    Author(s): Craig M. Newtson; Gaur P. Johnson; Brian T. Enomoto
    Publisher: American Society of Civil Engineers
    Abstract: Tests were conducted to measure the fundamental frequencies of reinforced concrete beams. Beams were tested prior to load application and after they had been loaded to various fractions of their ultimate moment capacity. ...
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    Simplified Procedure to Obtain LRFD Preliminary Design Charts for Simple-Span Prestressed Concrete Bridge Girders 

    Source: Practice Periodical on Structural Design and Construction:;2016:;Volume ( 021 ):;issue: 001
    Author(s): Jorge Márquez; David V. Jáuregui; Brad D. Weldon; Craig M. Newtson
    Publisher: American Society of Civil Engineers
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    Flexural Performance of Ultrahigh-Performance Concrete Developed Using Local Materials 

    Source: Journal of Materials in Civil Engineering:;2019:;Volume (031):;issue:005
    Author(s): Eric T. Visage;Brad D. Weldon;David V. Jauregui;Craig M. Newtson
    Publisher: American Society of Civil Engineers
    Abstract: Ultrahigh-performance concrete (UHPC) exhibits exceptional strength and durability properties that facilitate smaller, more efficient members that have longer expected lifespans compared to conventional concrete. However, ...
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    Flexural Performance of Ultrahigh-Performance Concrete Developed Using Local Materials 

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 005
    Author(s): Eric T. Visage; Brad D. Weldon; David V. Jauregui; Craig M. Newtson
    Publisher: American Society of Civil Engineers
    Abstract: Ultrahigh-performance concrete (UHPC) exhibits exceptional strength and durability properties that facilitate smaller, more efficient members that have longer expected lifespans compared to conventional concrete. However, ...
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