Rotational flexural strength of cylindrical brittle specimens
Conventional static flexural strength testing of brittle cylindrical rods only subjects a small fraction of the entire specimen's area or volume to the maximum tensile stress. Thus, a nonconservative measured strength likely results since most flaws on the surface or in the bulk are not subject...
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Published in | Journal of the American Ceramic Society Vol. 105; no. 7; pp. 4897 - 4909 |
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Main Authors | , , , , |
Format | Journal Article |
Language | English |
Published |
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01.07.2022
American Ceramic Society |
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Abstract | Conventional static flexural strength testing of brittle cylindrical rods only subjects a small fraction of the entire specimen's area or volume to the maximum tensile stress. Thus, a nonconservative measured strength likely results since most flaws on the surface or in the bulk are not subjected to a sufficiently high tensile stress that can cause fracture. To mitigate this, a rotational flexural tester and corresponding test method were developed whereby rotation and monotonically increasing three‐point flexure were superimposed to investigate fracture response of solid glass cylinders. This combination of rotation and flexure subjects more area and volume of a cylindrical test specimen to tensile stress than a standard static (nonrotating) flexural test. As anticipated, failure stresses were lower for the rotational flexural test. Expressions for effective area and volume are provided for rotating solid rods and tubes subjected to three‐point, four‐point, uniform, and uniformly distributed load bending configurations. |
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AbstractList | Conventional static flexural strength testing of brittle cylindrical rods only subjects a small fraction of the entire specimen's area or volume to the maximum tensile stress. Thus, a nonconservative measured strength likely results since most flaws on the surface or in the bulk are not subjected to a sufficiently high tensile stress that can cause fracture. To mitigate this, a rotational flexural tester and corresponding test method were developed whereby rotation and monotonically increasing three‐point flexure were superimposed to investigate fracture response of solid glass cylinders. This combination of rotation and flexure subjects more area and volume of a cylindrical test specimen to tensile stress than a standard static (nonrotating) flexural test. As anticipated, failure stresses were lower for the rotational flexural test. Expressions for effective area and volume are provided for rotating solid rods and tubes subjected to three‐point, four‐point, uniform, and uniformly distributed load bending configurations. Conventional static flexural strength testing of brittle cylindrical rods only subjects a small fraction of the entire specimen's area or volume to the maximum tensile stress. Thus, a nonconservative measured strength likely results since most flaws on the surface or in the bulk are not subjected to a sufficiently high tensile stress that can cause fracture. Here, to mitigate this, a rotational flexural tester and corresponding test method were developed whereby rotation and monotonically increasing three-point flexure were superimposed to investigate fracture response of solid glass cylinders. This combination of rotation and flexure subjects more area and volume of a cylindrical test specimen to tensile stress than a standard static (nonrotating) flexural test. As anticipated, failure stresses were lower for the rotational flexural test. Expressions for effective area and volume are provided for rotating solid rods and tubes subjected to three-point, four-point, uniform, and uniformly distributed load bending configurations. |
Author | Wereszczak, Andrew A. Kuwik, Brett S. Wiles, Randy H. Jadaan, Osama M. Steiner, Emily F. |
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Copyright | 2022 The American Ceramic Society. 2022 The American Ceramic Society |
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Notes | This manuscript has been authored by UT‐Battelle, LLC under contract number: DE‐AC05‐00OR22725 with the US Department of Energy. The United States Government retains and the publisher, by accepting the article for publication, acknowledges that the United States Government retains a nonexclusive, paid‐up, irrevocable, world‐wide license to publish or reproduce the published form of this manuscript, or allow others to do so, for United States Government purposes. The Department of Energy will provide public access to these results of federally sponsored research in accordance with the DOE Public Access Plan . http://energy.gov/downloads/doe‐public‐access‐plan ObjectType-Article-1 SourceType-Scholarly Journals-1 ObjectType-Feature-2 content type line 14 USDOE Office of Nuclear Energy (NE) AC05-00OR22725 |
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References | 2018; 15.01 2013; 37 2002; 18 1995; 16 2010 2020 2006; 27 1986; 5 1987; 6 2008; 36 2019; 16 2003; 171 2016 2001; 78 2015; 15.01 2012; 5 2017; 13.01 2007; 23 2003; 86 2014; 34 2009; 37 1996; 75 1979 1988 e_1_2_7_6_1 (e_1_2_7_22_1) 2015 e_1_2_7_4_1 e_1_2_7_3_1 Swain MV (e_1_2_7_15_1) 1988 e_1_2_7_9_1 e_1_2_7_8_1 e_1_2_7_19_1 (e_1_2_7_24_1) 2015 e_1_2_7_14_1 (e_1_2_7_2_1) 2018 e_1_2_7_13_1 e_1_2_7_11_1 e_1_2_7_10_1 Wereszczak AA (e_1_2_7_23_1) 2020 Whalen TJ (e_1_2_7_17_1) 1996; 75 e_1_2_7_27_1 e_1_2_7_28_1 Quinn GD (e_1_2_7_5_1) 2009; 37 (e_1_2_7_18_1) 2017 Wereszczak AA (e_1_2_7_7_1) 2008; 36 (e_1_2_7_12_1) 2010 Quinn GD (e_1_2_7_25_1) 2016 e_1_2_7_21_1 e_1_2_7_20_1 (e_1_2_7_26_1) 2018 Chiu YP (e_1_2_7_16_1) 1995; 16 |
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SubjectTerms | brittle materials Brittleness effective area effective volume Flexing Flexural strength flexure MATERIALS SCIENCE Modulus of rupture in bending Rods Rotation strength Strength testing Tensile stress Tubes |
Title | Rotational flexural strength of cylindrical brittle specimens |
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