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    Estimation of Surface Flaw Parameters for Annealed Glass Using Maximum Likelihood Estimator and Comparison with Historical Estimated Surface Flaw Parameters for Weathered and New Annealed Glass Samples

    Source: Journal of Architectural Engineering:;2025:;Volume ( 031 ):;issue: 002::page 04025011-1
    Author:
    Nabhajit Goswami
    ,
    Joshua A. Schultz
    ,
    Kui Zhang
    ,
    R. A. Swartz
    ,
    Daniel M. Dowden
    ,
    Stephen M. Morse
    DOI: 10.1061/JAEIED.AEENG-1691
    Publisher: American Society of Civil Engineers
    Abstract: Over the past four decades, surface flaw parameters for the two-parameter glass failure prediction model were estimated based on statistical measures and the researcher’s interpretation of the failure data rather than an objective and repeatable method. A robust statistical method, the maximum likelihood estimate, is advanced in this work, which is tailored to the two-parameter glass failure prediction model for rectangular glass plates to objectively and repeatably estimate the surface flaw parameters. The surface flaw parameters represent the number, type, depth, and orientation of microscopic flaws present on the surface of the glass, and hence, it is impractical to physically measure them. Instead, they are inferred from a destructive testing of identical dimensions of glass plates monotonically loaded to failure. Historical failure test data consisting of weathered and new annealed monolithic glass specimens are collected and used to illustrate the working principle of the maximum likelihood estimator method. However, the published experimental data of these tests are not consistently complete. Therefore, several critical requirements are noted along with strategies for using incomplete data sets. Current design standards are based on a 3-s basic wind load, and hence, surface flaw parameters based on 3-s time duration are reported. Several example designs are used to illustrate a comparison of the historical sample glass failure prediction model (GFPM) surface parameters with the current GFPM parameters used in, ASTM E1300, the standard in the United States used to determine the load resistance of a glass component.
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      Estimation of Surface Flaw Parameters for Annealed Glass Using Maximum Likelihood Estimator and Comparison with Historical Estimated Surface Flaw Parameters for Weathered and New Annealed Glass Samples

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4304507
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    contributor authorNabhajit Goswami
    contributor authorJoshua A. Schultz
    contributor authorKui Zhang
    contributor authorR. A. Swartz
    contributor authorDaniel M. Dowden
    contributor authorStephen M. Morse
    date accessioned2025-04-20T10:20:21Z
    date available2025-04-20T10:20:21Z
    date copyright2/6/2025 12:00:00 AM
    date issued2025
    identifier otherJAEIED.AEENG-1691.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304507
    description abstractOver the past four decades, surface flaw parameters for the two-parameter glass failure prediction model were estimated based on statistical measures and the researcher’s interpretation of the failure data rather than an objective and repeatable method. A robust statistical method, the maximum likelihood estimate, is advanced in this work, which is tailored to the two-parameter glass failure prediction model for rectangular glass plates to objectively and repeatably estimate the surface flaw parameters. The surface flaw parameters represent the number, type, depth, and orientation of microscopic flaws present on the surface of the glass, and hence, it is impractical to physically measure them. Instead, they are inferred from a destructive testing of identical dimensions of glass plates monotonically loaded to failure. Historical failure test data consisting of weathered and new annealed monolithic glass specimens are collected and used to illustrate the working principle of the maximum likelihood estimator method. However, the published experimental data of these tests are not consistently complete. Therefore, several critical requirements are noted along with strategies for using incomplete data sets. Current design standards are based on a 3-s basic wind load, and hence, surface flaw parameters based on 3-s time duration are reported. Several example designs are used to illustrate a comparison of the historical sample glass failure prediction model (GFPM) surface parameters with the current GFPM parameters used in, ASTM E1300, the standard in the United States used to determine the load resistance of a glass component.
    publisherAmerican Society of Civil Engineers
    titleEstimation of Surface Flaw Parameters for Annealed Glass Using Maximum Likelihood Estimator and Comparison with Historical Estimated Surface Flaw Parameters for Weathered and New Annealed Glass Samples
    typeJournal Article
    journal volume31
    journal issue2
    journal titleJournal of Architectural Engineering
    identifier doi10.1061/JAEIED.AEENG-1691
    journal fristpage04025011-1
    journal lastpage04025011-13
    page13
    treeJournal of Architectural Engineering:;2025:;Volume ( 031 ):;issue: 002
    contenttypeFulltext
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