A local strain method for the evaluation of welded joints fatigue resistance: the case of thin main-plates thickness
Current procedures for evaluating fatigue strength of welded structures may not be consistent with the real fatigue behaviour of welded joints. A local strain method for the prediction of the WELded joints FAtigue REsistance (WELFARE), by local strain measurements at the weld toe, was recently propo...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
CASAVOLA, C. [verfasserIn] NOBILE, R. [verfasserIn] PAPPALETTERE, C. [verfasserIn] |
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E-Artikel |
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PO Box 1354, 9600 Garsington Road, Oxford OX4 2XG, UK.: Blackwell Science Ltd ; 2005 |
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| Umfang: |
Online-Ressource |
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| Reproduktion: |
2005 ; Blackwell Publishing Journal Backfiles 1879-2005 |
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| Übergeordnetes Werk: |
In: Fatigue & fracture of engineering materials & structures - Oxford [u.a.] : Wiley-Blackwell, 1979, 28(2005), 9, Seite 0 |
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volume:28 ; year:2005 ; number:9 ; pages:0 |
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10.1111/j.1460-2695.2005.00909.x |
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| 520 | |a Current procedures for evaluating fatigue strength of welded structures may not be consistent with the real fatigue behaviour of welded joints. A local strain method for the prediction of the WELded joints FAtigue REsistance (WELFARE), by local strain measurements at the weld toe, was recently proposed on the basis of fatigue tests on more than 10 series of welded joints (T, cruciform, angular and butt joints) in structural steel, with 10–25 mm main-plate thickness. This paper reports fatigue test results obtained from 30 cruciform and butt welded joints (3–5 mm thick) under two load ratios (0.1 and −1) in order to extend the applicability of the method to thin welded joints. | ||
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10.1111/j.1460-2695.2005.00909.x doi (DE-627)NLEJ242934285 DE-627 ger DE-627 rakwb CASAVOLA, C. verfasserin aut A local strain method for the evaluation of welded joints fatigue resistance: the case of thin main-plates thickness PO Box 1354, 9600 Garsington Road, Oxford OX4 2XG, UK. Blackwell Science Ltd 2005 Online-Ressource nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Current procedures for evaluating fatigue strength of welded structures may not be consistent with the real fatigue behaviour of welded joints. A local strain method for the prediction of the WELded joints FAtigue REsistance (WELFARE), by local strain measurements at the weld toe, was recently proposed on the basis of fatigue tests on more than 10 series of welded joints (T, cruciform, angular and butt joints) in structural steel, with 10–25 mm main-plate thickness. This paper reports fatigue test results obtained from 30 cruciform and butt welded joints (3–5 mm thick) under two load ratios (0.1 and −1) in order to extend the applicability of the method to thin welded joints. 2005 Blackwell Publishing Journal Backfiles 1879-2005 |2005|||||||||| fatigue strength NOBILE, R. verfasserin aut PAPPALETTERE, C. verfasserin aut In Fatigue & fracture of engineering materials & structures Oxford [u.a.] : Wiley-Blackwell, 1979 28(2005), 9, Seite 0 Online-Ressource (DE-627)NLEJ243926898 (DE-600)2014746-6 1460-2695 nnns volume:28 year:2005 number:9 pages:0 http://dx.doi.org/10.1111/j.1460-2695.2005.00909.x text/html Verlag Deutschlandweit zugänglich Volltext GBV_USEFLAG_U ZDB-1-DJB GBV_NL_ARTICLE AR 28 2005 9 0 |
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10.1111/j.1460-2695.2005.00909.x doi (DE-627)NLEJ242934285 DE-627 ger DE-627 rakwb CASAVOLA, C. verfasserin aut A local strain method for the evaluation of welded joints fatigue resistance: the case of thin main-plates thickness PO Box 1354, 9600 Garsington Road, Oxford OX4 2XG, UK. Blackwell Science Ltd 2005 Online-Ressource nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Current procedures for evaluating fatigue strength of welded structures may not be consistent with the real fatigue behaviour of welded joints. A local strain method for the prediction of the WELded joints FAtigue REsistance (WELFARE), by local strain measurements at the weld toe, was recently proposed on the basis of fatigue tests on more than 10 series of welded joints (T, cruciform, angular and butt joints) in structural steel, with 10–25 mm main-plate thickness. This paper reports fatigue test results obtained from 30 cruciform and butt welded joints (3–5 mm thick) under two load ratios (0.1 and −1) in order to extend the applicability of the method to thin welded joints. 2005 Blackwell Publishing Journal Backfiles 1879-2005 |2005|||||||||| fatigue strength NOBILE, R. verfasserin aut PAPPALETTERE, C. verfasserin aut In Fatigue & fracture of engineering materials & structures Oxford [u.a.] : Wiley-Blackwell, 1979 28(2005), 9, Seite 0 Online-Ressource (DE-627)NLEJ243926898 (DE-600)2014746-6 1460-2695 nnns volume:28 year:2005 number:9 pages:0 http://dx.doi.org/10.1111/j.1460-2695.2005.00909.x text/html Verlag Deutschlandweit zugänglich Volltext GBV_USEFLAG_U ZDB-1-DJB GBV_NL_ARTICLE AR 28 2005 9 0 |
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10.1111/j.1460-2695.2005.00909.x doi (DE-627)NLEJ242934285 DE-627 ger DE-627 rakwb CASAVOLA, C. verfasserin aut A local strain method for the evaluation of welded joints fatigue resistance: the case of thin main-plates thickness PO Box 1354, 9600 Garsington Road, Oxford OX4 2XG, UK. Blackwell Science Ltd 2005 Online-Ressource nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Current procedures for evaluating fatigue strength of welded structures may not be consistent with the real fatigue behaviour of welded joints. A local strain method for the prediction of the WELded joints FAtigue REsistance (WELFARE), by local strain measurements at the weld toe, was recently proposed on the basis of fatigue tests on more than 10 series of welded joints (T, cruciform, angular and butt joints) in structural steel, with 10–25 mm main-plate thickness. This paper reports fatigue test results obtained from 30 cruciform and butt welded joints (3–5 mm thick) under two load ratios (0.1 and −1) in order to extend the applicability of the method to thin welded joints. 2005 Blackwell Publishing Journal Backfiles 1879-2005 |2005|||||||||| fatigue strength NOBILE, R. verfasserin aut PAPPALETTERE, C. verfasserin aut In Fatigue & fracture of engineering materials & structures Oxford [u.a.] : Wiley-Blackwell, 1979 28(2005), 9, Seite 0 Online-Ressource (DE-627)NLEJ243926898 (DE-600)2014746-6 1460-2695 nnns volume:28 year:2005 number:9 pages:0 http://dx.doi.org/10.1111/j.1460-2695.2005.00909.x text/html Verlag Deutschlandweit zugänglich Volltext GBV_USEFLAG_U ZDB-1-DJB GBV_NL_ARTICLE AR 28 2005 9 0 |
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10.1111/j.1460-2695.2005.00909.x doi (DE-627)NLEJ242934285 DE-627 ger DE-627 rakwb CASAVOLA, C. verfasserin aut A local strain method for the evaluation of welded joints fatigue resistance: the case of thin main-plates thickness PO Box 1354, 9600 Garsington Road, Oxford OX4 2XG, UK. Blackwell Science Ltd 2005 Online-Ressource nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Current procedures for evaluating fatigue strength of welded structures may not be consistent with the real fatigue behaviour of welded joints. A local strain method for the prediction of the WELded joints FAtigue REsistance (WELFARE), by local strain measurements at the weld toe, was recently proposed on the basis of fatigue tests on more than 10 series of welded joints (T, cruciform, angular and butt joints) in structural steel, with 10–25 mm main-plate thickness. This paper reports fatigue test results obtained from 30 cruciform and butt welded joints (3–5 mm thick) under two load ratios (0.1 and −1) in order to extend the applicability of the method to thin welded joints. 2005 Blackwell Publishing Journal Backfiles 1879-2005 |2005|||||||||| fatigue strength NOBILE, R. verfasserin aut PAPPALETTERE, C. verfasserin aut In Fatigue & fracture of engineering materials & structures Oxford [u.a.] : Wiley-Blackwell, 1979 28(2005), 9, Seite 0 Online-Ressource (DE-627)NLEJ243926898 (DE-600)2014746-6 1460-2695 nnns volume:28 year:2005 number:9 pages:0 http://dx.doi.org/10.1111/j.1460-2695.2005.00909.x text/html Verlag Deutschlandweit zugänglich Volltext GBV_USEFLAG_U ZDB-1-DJB GBV_NL_ARTICLE AR 28 2005 9 0 |
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10.1111/j.1460-2695.2005.00909.x doi (DE-627)NLEJ242934285 DE-627 ger DE-627 rakwb CASAVOLA, C. verfasserin aut A local strain method for the evaluation of welded joints fatigue resistance: the case of thin main-plates thickness PO Box 1354, 9600 Garsington Road, Oxford OX4 2XG, UK. Blackwell Science Ltd 2005 Online-Ressource nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Current procedures for evaluating fatigue strength of welded structures may not be consistent with the real fatigue behaviour of welded joints. A local strain method for the prediction of the WELded joints FAtigue REsistance (WELFARE), by local strain measurements at the weld toe, was recently proposed on the basis of fatigue tests on more than 10 series of welded joints (T, cruciform, angular and butt joints) in structural steel, with 10–25 mm main-plate thickness. This paper reports fatigue test results obtained from 30 cruciform and butt welded joints (3–5 mm thick) under two load ratios (0.1 and −1) in order to extend the applicability of the method to thin welded joints. 2005 Blackwell Publishing Journal Backfiles 1879-2005 |2005|||||||||| fatigue strength NOBILE, R. verfasserin aut PAPPALETTERE, C. verfasserin aut In Fatigue & fracture of engineering materials & structures Oxford [u.a.] : Wiley-Blackwell, 1979 28(2005), 9, Seite 0 Online-Ressource (DE-627)NLEJ243926898 (DE-600)2014746-6 1460-2695 nnns volume:28 year:2005 number:9 pages:0 http://dx.doi.org/10.1111/j.1460-2695.2005.00909.x text/html Verlag Deutschlandweit zugänglich Volltext GBV_USEFLAG_U ZDB-1-DJB GBV_NL_ARTICLE AR 28 2005 9 0 |
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A local strain method for the evaluation of welded joints fatigue resistance: the case of thin main-plates thickness |
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Current procedures for evaluating fatigue strength of welded structures may not be consistent with the real fatigue behaviour of welded joints. A local strain method for the prediction of the WELded joints FAtigue REsistance (WELFARE), by local strain measurements at the weld toe, was recently proposed on the basis of fatigue tests on more than 10 series of welded joints (T, cruciform, angular and butt joints) in structural steel, with 10–25 mm main-plate thickness. This paper reports fatigue test results obtained from 30 cruciform and butt welded joints (3–5 mm thick) under two load ratios (0.1 and −1) in order to extend the applicability of the method to thin welded joints. |
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Current procedures for evaluating fatigue strength of welded structures may not be consistent with the real fatigue behaviour of welded joints. A local strain method for the prediction of the WELded joints FAtigue REsistance (WELFARE), by local strain measurements at the weld toe, was recently proposed on the basis of fatigue tests on more than 10 series of welded joints (T, cruciform, angular and butt joints) in structural steel, with 10–25 mm main-plate thickness. This paper reports fatigue test results obtained from 30 cruciform and butt welded joints (3–5 mm thick) under two load ratios (0.1 and −1) in order to extend the applicability of the method to thin welded joints. |
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Current procedures for evaluating fatigue strength of welded structures may not be consistent with the real fatigue behaviour of welded joints. A local strain method for the prediction of the WELded joints FAtigue REsistance (WELFARE), by local strain measurements at the weld toe, was recently proposed on the basis of fatigue tests on more than 10 series of welded joints (T, cruciform, angular and butt joints) in structural steel, with 10–25 mm main-plate thickness. This paper reports fatigue test results obtained from 30 cruciform and butt welded joints (3–5 mm thick) under two load ratios (0.1 and −1) in order to extend the applicability of the method to thin welded joints. |
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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">NLEJ242934285</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20210707170203.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">120427s2005 xx |||||o 00| ||und c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1111/j.1460-2695.2005.00909.x</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)NLEJ242934285</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="100" ind1="1" ind2=" "><subfield code="a">CASAVOLA, C.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">A local strain method for the evaluation of welded joints fatigue resistance: the case of thin main-plates thickness</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="a">PO Box 1354, 9600 Garsington Road, Oxford OX4 2XG, UK.</subfield><subfield code="b">Blackwell Science Ltd</subfield><subfield code="c">2005</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zzz</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">z</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zu</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Current procedures for evaluating fatigue strength of welded structures may not be consistent with the real fatigue behaviour of welded joints. A local strain method for the prediction of the WELded joints FAtigue REsistance (WELFARE), by local strain measurements at the weld toe, was recently proposed on the basis of fatigue tests on more than 10 series of welded joints (T, cruciform, angular and butt joints) in structural steel, with 10–25 mm main-plate thickness. This paper reports fatigue test results obtained from 30 cruciform and butt welded joints (3–5 mm thick) under two load ratios (0.1 and −1) in order to extend the applicability of the method to thin welded joints.</subfield></datafield><datafield tag="533" ind1=" " ind2=" "><subfield code="d">2005</subfield><subfield code="f">Blackwell Publishing Journal Backfiles 1879-2005</subfield><subfield code="7">|2005||||||||||</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">fatigue strength</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">NOBILE, R.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">PAPPALETTERE, C.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">In</subfield><subfield code="t">Fatigue & fracture of engineering materials & structures</subfield><subfield code="d">Oxford [u.a.] : Wiley-Blackwell, 1979</subfield><subfield code="g">28(2005), 9, Seite 0</subfield><subfield code="h">Online-Ressource</subfield><subfield code="w">(DE-627)NLEJ243926898</subfield><subfield code="w">(DE-600)2014746-6</subfield><subfield code="x">1460-2695</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:28</subfield><subfield code="g">year:2005</subfield><subfield code="g">number:9</subfield><subfield code="g">pages:0</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">http://dx.doi.org/10.1111/j.1460-2695.2005.00909.x</subfield><subfield code="q">text/html</subfield><subfield code="x">Verlag</subfield><subfield code="z">Deutschlandweit zugänglich</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ZDB-1-DJB</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_NL_ARTICLE</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">28</subfield><subfield code="j">2005</subfield><subfield code="e">9</subfield><subfield code="h">0</subfield></datafield></record></collection>
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