Bending strength of spruce glulam
Abstract A glulam strength model where the bending strength depends both on the board tensile strength and the finger joint tensile strength is a completely transparent model being particularly suitable to determine requirements for the board and for the finger joint tensile strength of glulam made...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Frese, M. [verfasserIn] |
|---|
| Format: |
Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2009 |
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| Schlagwörter: |
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| Anmerkung: |
© Springer-Verlag 2009 |
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| Übergeordnetes Werk: |
Enthalten in: Holz als Roh- und Werkstoff - Springer-Verlag, 1937, 67(2009), 3 vom: 05. März, Seite 277-286 |
|---|---|
| Übergeordnetes Werk: |
volume:67 ; year:2009 ; number:3 ; day:05 ; month:03 ; pages:277-286 |
| Links: |
|---|
| DOI / URN: |
10.1007/s00107-009-0316-2 |
|---|
| Katalog-ID: |
OLC2096425387 |
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| 520 | |a Abstract A glulam strength model where the bending strength depends both on the board tensile strength and the finger joint tensile strength is a completely transparent model being particularly suitable to determine requirements for the board and for the finger joint tensile strength of glulam made of both visually or mechanically strength graded boards. This article describes the application of these principles to an alternative and new strength model for spruce glulam. In order to determine the influence of the board and finger joint strength on glulam bending strength a numerical study was performed by means of simulated glulam beams. According to the findings current requirements for boards and finger joints are insufficient to ensure the nominal strength values of glulam strength classes established in EN 1194. | ||
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Abstract A glulam strength model where the bending strength depends both on the board tensile strength and the finger joint tensile strength is a completely transparent model being particularly suitable to determine requirements for the board and for the finger joint tensile strength of glulam made of both visually or mechanically strength graded boards. This article describes the application of these principles to an alternative and new strength model for spruce glulam. In order to determine the influence of the board and finger joint strength on glulam bending strength a numerical study was performed by means of simulated glulam beams. According to the findings current requirements for boards and finger joints are insufficient to ensure the nominal strength values of glulam strength classes established in EN 1194. © Springer-Verlag 2009 |
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Abstract A glulam strength model where the bending strength depends both on the board tensile strength and the finger joint tensile strength is a completely transparent model being particularly suitable to determine requirements for the board and for the finger joint tensile strength of glulam made of both visually or mechanically strength graded boards. This article describes the application of these principles to an alternative and new strength model for spruce glulam. In order to determine the influence of the board and finger joint strength on glulam bending strength a numerical study was performed by means of simulated glulam beams. According to the findings current requirements for boards and finger joints are insufficient to ensure the nominal strength values of glulam strength classes established in EN 1194. © Springer-Verlag 2009 |
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Abstract A glulam strength model where the bending strength depends both on the board tensile strength and the finger joint tensile strength is a completely transparent model being particularly suitable to determine requirements for the board and for the finger joint tensile strength of glulam made of both visually or mechanically strength graded boards. This article describes the application of these principles to an alternative and new strength model for spruce glulam. In order to determine the influence of the board and finger joint strength on glulam bending strength a numerical study was performed by means of simulated glulam beams. According to the findings current requirements for boards and finger joints are insufficient to ensure the nominal strength values of glulam strength classes established in EN 1194. © Springer-Verlag 2009 |
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<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000naa a22002652 4500</leader><controlfield tag="001">OLC2096425387</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230401020802.0</controlfield><controlfield tag="007">tu</controlfield><controlfield tag="008">230401s2009 xx ||||| 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s00107-009-0316-2</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)OLC2096425387</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-He213)s00107-009-0316-2-p</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="082" ind1="0" ind2="4"><subfield code="a">670</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">670</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">23</subfield><subfield code="2">ssgn</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Frese, M.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Bending strength of spruce glulam</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2009</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">ohne Hilfsmittel zu benutzen</subfield><subfield code="b">n</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Band</subfield><subfield code="b">nc</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© Springer-Verlag 2009</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract A glulam strength model where the bending strength depends both on the board tensile strength and the finger joint tensile strength is a completely transparent model being particularly suitable to determine requirements for the board and for the finger joint tensile strength of glulam made of both visually or mechanically strength graded boards. This article describes the application of these principles to an alternative and new strength model for spruce glulam. In order to determine the influence of the board and finger joint strength on glulam bending strength a numerical study was performed by means of simulated glulam beams. According to the findings current requirements for boards and finger joints are insufficient to ensure the nominal strength values of glulam strength classes established in EN 1194.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Tensile Strength</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Joint Strength</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Grade Method</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Test Beam</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Strength Model</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Blaß, H. J.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Holz als Roh- und Werkstoff</subfield><subfield code="d">Springer-Verlag, 1937</subfield><subfield code="g">67(2009), 3 vom: 05. 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