Failure Analysis of (± 55°)9 Filament-Wound GRE Pipes Using Explicit Finite Element Method: A Comparison with the Experimental Method
Abstract In the present study, the progressive failure analysis of an industrial (± 55°)9 filament-wound glass fiber reinforced epoxy (GRE) pipe is performed to determine its ultimate hoop strength. In practice, according to ASTM D-2290 standard, performing the tests on the rings cut from the pipe i...
Ausführliche Beschreibung
Autor*in: |
Mahdavi, Hamidreza [verfasserIn] |
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E-Artikel |
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Sprache: |
Englisch |
Erschienen: |
2018 |
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Anmerkung: |
© ASM International 2018 |
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Übergeordnetes Werk: |
Enthalten in: Practical failure analysis - Springer New York, 2001, 18(2018), 6 vom: 29. Okt., Seite 1526-1533 |
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Übergeordnetes Werk: |
volume:18 ; year:2018 ; number:6 ; day:29 ; month:10 ; pages:1526-1533 |
Links: |
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DOI / URN: |
10.1007/s11668-018-0550-1 |
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SPR021678154 |
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10.1007/s11668-018-0550-1 doi (DE-627)SPR021678154 (SPR)s11668-018-0550-1-e DE-627 ger DE-627 rakwb eng Mahdavi, Hamidreza verfasserin aut Failure Analysis of (± 55°)9 Filament-Wound GRE Pipes Using Explicit Finite Element Method: A Comparison with the Experimental Method 2018 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © ASM International 2018 Abstract In the present study, the progressive failure analysis of an industrial (± 55°)9 filament-wound glass fiber reinforced epoxy (GRE) pipe is performed to determine its ultimate hoop strength. In practice, according to ASTM D-2290 standard, performing the tests on the rings cut from the pipe is a method for determining its ultimate hoop strength. Hence, in this paper, the finite element modeling concentrates on the ring cut from the pipe instead of the entire pipe. A VUSDFLD subroutine in the ABAQUS software based on the Hashin failure criteria along with the sudden material property degradation rules is used to identify the mode of failure. The numerical convergence problem including the selection of an appropriate time period and mesh size is studied. The predicted ultimate hoop strength of the pipe using finite element analysis is also compared with that by the experiment. GRE pipe (dpeaa)DE-He213 Ring (dpeaa)DE-He213 Ultimate hoop strength (dpeaa)DE-He213 Hashin failure criteria (dpeaa)DE-He213 ABAQUS software (dpeaa)DE-He213 Rahimi, Gholam Hossein aut Farrokhabadi, Amin aut Enthalten in Practical failure analysis Springer New York, 2001 18(2018), 6 vom: 29. Okt., Seite 1526-1533 (DE-627)886125871 (DE-600)2893589-5 5555-1313 nnns volume:18 year:2018 number:6 day:29 month:10 pages:1526-1533 https://dx.doi.org/10.1007/s11668-018-0550-1 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER AR 18 2018 6 29 10 1526-1533 |
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10.1007/s11668-018-0550-1 doi (DE-627)SPR021678154 (SPR)s11668-018-0550-1-e DE-627 ger DE-627 rakwb eng Mahdavi, Hamidreza verfasserin aut Failure Analysis of (± 55°)9 Filament-Wound GRE Pipes Using Explicit Finite Element Method: A Comparison with the Experimental Method 2018 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © ASM International 2018 Abstract In the present study, the progressive failure analysis of an industrial (± 55°)9 filament-wound glass fiber reinforced epoxy (GRE) pipe is performed to determine its ultimate hoop strength. In practice, according to ASTM D-2290 standard, performing the tests on the rings cut from the pipe is a method for determining its ultimate hoop strength. Hence, in this paper, the finite element modeling concentrates on the ring cut from the pipe instead of the entire pipe. A VUSDFLD subroutine in the ABAQUS software based on the Hashin failure criteria along with the sudden material property degradation rules is used to identify the mode of failure. The numerical convergence problem including the selection of an appropriate time period and mesh size is studied. The predicted ultimate hoop strength of the pipe using finite element analysis is also compared with that by the experiment. GRE pipe (dpeaa)DE-He213 Ring (dpeaa)DE-He213 Ultimate hoop strength (dpeaa)DE-He213 Hashin failure criteria (dpeaa)DE-He213 ABAQUS software (dpeaa)DE-He213 Rahimi, Gholam Hossein aut Farrokhabadi, Amin aut Enthalten in Practical failure analysis Springer New York, 2001 18(2018), 6 vom: 29. Okt., Seite 1526-1533 (DE-627)886125871 (DE-600)2893589-5 5555-1313 nnns volume:18 year:2018 number:6 day:29 month:10 pages:1526-1533 https://dx.doi.org/10.1007/s11668-018-0550-1 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER AR 18 2018 6 29 10 1526-1533 |
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10.1007/s11668-018-0550-1 doi (DE-627)SPR021678154 (SPR)s11668-018-0550-1-e DE-627 ger DE-627 rakwb eng Mahdavi, Hamidreza verfasserin aut Failure Analysis of (± 55°)9 Filament-Wound GRE Pipes Using Explicit Finite Element Method: A Comparison with the Experimental Method 2018 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © ASM International 2018 Abstract In the present study, the progressive failure analysis of an industrial (± 55°)9 filament-wound glass fiber reinforced epoxy (GRE) pipe is performed to determine its ultimate hoop strength. In practice, according to ASTM D-2290 standard, performing the tests on the rings cut from the pipe is a method for determining its ultimate hoop strength. Hence, in this paper, the finite element modeling concentrates on the ring cut from the pipe instead of the entire pipe. A VUSDFLD subroutine in the ABAQUS software based on the Hashin failure criteria along with the sudden material property degradation rules is used to identify the mode of failure. The numerical convergence problem including the selection of an appropriate time period and mesh size is studied. The predicted ultimate hoop strength of the pipe using finite element analysis is also compared with that by the experiment. GRE pipe (dpeaa)DE-He213 Ring (dpeaa)DE-He213 Ultimate hoop strength (dpeaa)DE-He213 Hashin failure criteria (dpeaa)DE-He213 ABAQUS software (dpeaa)DE-He213 Rahimi, Gholam Hossein aut Farrokhabadi, Amin aut Enthalten in Practical failure analysis Springer New York, 2001 18(2018), 6 vom: 29. Okt., Seite 1526-1533 (DE-627)886125871 (DE-600)2893589-5 5555-1313 nnns volume:18 year:2018 number:6 day:29 month:10 pages:1526-1533 https://dx.doi.org/10.1007/s11668-018-0550-1 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER AR 18 2018 6 29 10 1526-1533 |
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10.1007/s11668-018-0550-1 doi (DE-627)SPR021678154 (SPR)s11668-018-0550-1-e DE-627 ger DE-627 rakwb eng Mahdavi, Hamidreza verfasserin aut Failure Analysis of (± 55°)9 Filament-Wound GRE Pipes Using Explicit Finite Element Method: A Comparison with the Experimental Method 2018 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © ASM International 2018 Abstract In the present study, the progressive failure analysis of an industrial (± 55°)9 filament-wound glass fiber reinforced epoxy (GRE) pipe is performed to determine its ultimate hoop strength. In practice, according to ASTM D-2290 standard, performing the tests on the rings cut from the pipe is a method for determining its ultimate hoop strength. Hence, in this paper, the finite element modeling concentrates on the ring cut from the pipe instead of the entire pipe. A VUSDFLD subroutine in the ABAQUS software based on the Hashin failure criteria along with the sudden material property degradation rules is used to identify the mode of failure. The numerical convergence problem including the selection of an appropriate time period and mesh size is studied. The predicted ultimate hoop strength of the pipe using finite element analysis is also compared with that by the experiment. GRE pipe (dpeaa)DE-He213 Ring (dpeaa)DE-He213 Ultimate hoop strength (dpeaa)DE-He213 Hashin failure criteria (dpeaa)DE-He213 ABAQUS software (dpeaa)DE-He213 Rahimi, Gholam Hossein aut Farrokhabadi, Amin aut Enthalten in Practical failure analysis Springer New York, 2001 18(2018), 6 vom: 29. Okt., Seite 1526-1533 (DE-627)886125871 (DE-600)2893589-5 5555-1313 nnns volume:18 year:2018 number:6 day:29 month:10 pages:1526-1533 https://dx.doi.org/10.1007/s11668-018-0550-1 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER AR 18 2018 6 29 10 1526-1533 |
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10.1007/s11668-018-0550-1 doi (DE-627)SPR021678154 (SPR)s11668-018-0550-1-e DE-627 ger DE-627 rakwb eng Mahdavi, Hamidreza verfasserin aut Failure Analysis of (± 55°)9 Filament-Wound GRE Pipes Using Explicit Finite Element Method: A Comparison with the Experimental Method 2018 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © ASM International 2018 Abstract In the present study, the progressive failure analysis of an industrial (± 55°)9 filament-wound glass fiber reinforced epoxy (GRE) pipe is performed to determine its ultimate hoop strength. In practice, according to ASTM D-2290 standard, performing the tests on the rings cut from the pipe is a method for determining its ultimate hoop strength. Hence, in this paper, the finite element modeling concentrates on the ring cut from the pipe instead of the entire pipe. A VUSDFLD subroutine in the ABAQUS software based on the Hashin failure criteria along with the sudden material property degradation rules is used to identify the mode of failure. The numerical convergence problem including the selection of an appropriate time period and mesh size is studied. The predicted ultimate hoop strength of the pipe using finite element analysis is also compared with that by the experiment. GRE pipe (dpeaa)DE-He213 Ring (dpeaa)DE-He213 Ultimate hoop strength (dpeaa)DE-He213 Hashin failure criteria (dpeaa)DE-He213 ABAQUS software (dpeaa)DE-He213 Rahimi, Gholam Hossein aut Farrokhabadi, Amin aut Enthalten in Practical failure analysis Springer New York, 2001 18(2018), 6 vom: 29. Okt., Seite 1526-1533 (DE-627)886125871 (DE-600)2893589-5 5555-1313 nnns volume:18 year:2018 number:6 day:29 month:10 pages:1526-1533 https://dx.doi.org/10.1007/s11668-018-0550-1 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER AR 18 2018 6 29 10 1526-1533 |
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Failure Analysis of (± 55°)9 Filament-Wound GRE Pipes Using Explicit Finite Element Method: A Comparison with the Experimental Method |
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Abstract In the present study, the progressive failure analysis of an industrial (± 55°)9 filament-wound glass fiber reinforced epoxy (GRE) pipe is performed to determine its ultimate hoop strength. In practice, according to ASTM D-2290 standard, performing the tests on the rings cut from the pipe is a method for determining its ultimate hoop strength. Hence, in this paper, the finite element modeling concentrates on the ring cut from the pipe instead of the entire pipe. A VUSDFLD subroutine in the ABAQUS software based on the Hashin failure criteria along with the sudden material property degradation rules is used to identify the mode of failure. The numerical convergence problem including the selection of an appropriate time period and mesh size is studied. The predicted ultimate hoop strength of the pipe using finite element analysis is also compared with that by the experiment. © ASM International 2018 |
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Abstract In the present study, the progressive failure analysis of an industrial (± 55°)9 filament-wound glass fiber reinforced epoxy (GRE) pipe is performed to determine its ultimate hoop strength. In practice, according to ASTM D-2290 standard, performing the tests on the rings cut from the pipe is a method for determining its ultimate hoop strength. Hence, in this paper, the finite element modeling concentrates on the ring cut from the pipe instead of the entire pipe. A VUSDFLD subroutine in the ABAQUS software based on the Hashin failure criteria along with the sudden material property degradation rules is used to identify the mode of failure. The numerical convergence problem including the selection of an appropriate time period and mesh size is studied. The predicted ultimate hoop strength of the pipe using finite element analysis is also compared with that by the experiment. © ASM International 2018 |
abstract_unstemmed |
Abstract In the present study, the progressive failure analysis of an industrial (± 55°)9 filament-wound glass fiber reinforced epoxy (GRE) pipe is performed to determine its ultimate hoop strength. In practice, according to ASTM D-2290 standard, performing the tests on the rings cut from the pipe is a method for determining its ultimate hoop strength. Hence, in this paper, the finite element modeling concentrates on the ring cut from the pipe instead of the entire pipe. A VUSDFLD subroutine in the ABAQUS software based on the Hashin failure criteria along with the sudden material property degradation rules is used to identify the mode of failure. The numerical convergence problem including the selection of an appropriate time period and mesh size is studied. The predicted ultimate hoop strength of the pipe using finite element analysis is also compared with that by the experiment. © ASM International 2018 |
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<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">SPR021678154</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230331060413.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">201006s2018 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s11668-018-0550-1</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)SPR021678154</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(SPR)s11668-018-0550-1-e</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Mahdavi, Hamidreza</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Failure Analysis of (± 55°)9 Filament-Wound GRE Pipes Using Explicit Finite Element Method: A Comparison with the Experimental Method</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2018</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© ASM International 2018</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract In the present study, the progressive failure analysis of an industrial (± 55°)9 filament-wound glass fiber reinforced epoxy (GRE) pipe is performed to determine its ultimate hoop strength. In practice, according to ASTM D-2290 standard, performing the tests on the rings cut from the pipe is a method for determining its ultimate hoop strength. Hence, in this paper, the finite element modeling concentrates on the ring cut from the pipe instead of the entire pipe. A VUSDFLD subroutine in the ABAQUS software based on the Hashin failure criteria along with the sudden material property degradation rules is used to identify the mode of failure. The numerical convergence problem including the selection of an appropriate time period and mesh size is studied. The predicted ultimate hoop strength of the pipe using finite element analysis is also compared with that by the experiment.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">GRE pipe</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Ring</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Ultimate hoop strength</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Hashin failure criteria</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">ABAQUS software</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Rahimi, Gholam Hossein</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Farrokhabadi, Amin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Practical failure analysis</subfield><subfield code="d">Springer New York, 2001</subfield><subfield code="g">18(2018), 6 vom: 29. Okt., Seite 1526-1533</subfield><subfield code="w">(DE-627)886125871</subfield><subfield code="w">(DE-600)2893589-5</subfield><subfield code="x">5555-1313</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:18</subfield><subfield code="g">year:2018</subfield><subfield code="g">number:6</subfield><subfield code="g">day:29</subfield><subfield code="g">month:10</subfield><subfield code="g">pages:1526-1533</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://dx.doi.org/10.1007/s11668-018-0550-1</subfield><subfield code="z">lizenzpflichtig</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_SPRINGER</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">18</subfield><subfield code="j">2018</subfield><subfield code="e">6</subfield><subfield code="b">29</subfield><subfield code="c">10</subfield><subfield code="h">1526-1533</subfield></datafield></record></collection>
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