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    Mechanical Properties and Strength of Aged Cast Iron Water Pipes 

    Source: Journal of Materials in Civil Engineering:;2004:;Volume ( 016 ):;issue: 001
    Author(s): Michael V. Seica; Jeffrey A. Packer
    Publisher: American Society of Civil Engineers
    Abstract: The problem of aging water pipes manifesting leaks and breaks is common to municipalities throughout the North American continent and the world. The age distribution of the failing pipes is broad and the pipe material ...
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    Simplified Numerical Method to Evaluate the Mechanical Strength of Cast Iron Water Pipes 

    Source: Journal of Infrastructure Systems:;2006:;Volume ( 012 ):;issue: 001
    Author(s): Michael V. Seica; Jeffrey A. Packer
    Publisher: American Society of Civil Engineers
    Abstract: The problem of aging water pipes, resulting in leaks and breaks, affects municipalities worldwide. Mechanical failures of small-diameter pipes occur generally by circumferential cracking due to longitudinal bending. Most ...
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    Finite Element Evaluation of the Remaining Mechanical Strength of Deteriorated Cast Iron Pipes 

    Source: Journal of Engineering Materials and Technology:;2004:;volume( 126 ):;issue: 001:;page 95
    Author(s): Michael V. Seica; Research Fellow; Jeffrey A. Packer
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The problem of deteriorating water pipes, resulting in leaks and breaks, affects municipalities worldwide. Corrosion appears to be a leading factor affecting pipe strength and service life. While ...
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    Analysis of Dynamic Response of Architectural Glazing Subject to Blast Loading 

    Source: Journal of Architectural Engineering:;2011:;Volume ( 017 ):;issue: 002
    Author(s): Michael V. Seica; Michal Krynski; Martin Walker; Jeffrey A. Packer
    Publisher: American Society of Civil Engineers
    Abstract: The effect of blast loading on civilian structures has received much attention over the past several years. The behavior of architectural glazing is of particular interest owing to the disproportionate amount of damage ...
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    Experimental and Numerical Investigation of Bare and Strengthened Wide-Flange Sections Subject to Near-Field Blast Loading 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 009:;page 04021139-1
    Author(s): Hezi Y. Grisaro; Jeffrey A. Packer; Michael V. Seica
    Publisher: ASCE
    Abstract: When a wide-flange section is exposed to close-in detonation, local and global deformation modes are developed due to a complex nonuniform pressure environment. The local deformation includes local distortion and rotation ...
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