Load carrying capacity of curved glulam beams reinforced with self-tapping screws
Abstract The aim of this research was to determine the load carrying capacity of curved glulam beams reinforced perpendicular to grain and subjected to climate induced internal stresses. The self-tapping screws used as reinforcement prevent the glulam to split along the grain causing failure perpend...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Jönsson, Johan [verfasserIn] |
|---|
| Format: |
E-Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2005 |
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| Schlagwörter: |
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| Anmerkung: |
© Springer-Verlag 2005 |
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| Übergeordnetes Werk: |
Enthalten in: European journal of wood and wood products - Berlin : Springer, 2009, 63(2005), 5 vom: 29. Juli, Seite 342-346 |
|---|---|
| Übergeordnetes Werk: |
volume:63 ; year:2005 ; number:5 ; day:29 ; month:07 ; pages:342-346 |
| Links: |
|---|
| DOI / URN: |
10.1007/s00107-005-0016-5 |
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SPR000689653 |
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| 520 | |a Abstract The aim of this research was to determine the load carrying capacity of curved glulam beams reinforced perpendicular to grain and subjected to climate induced internal stresses. The self-tapping screws used as reinforcement prevent the glulam to split along the grain causing failure perpendicular to grain. Different tests were performed; specimens seasoned in dry and moist climate, specimens exposed to single climate change and reinforced specimens seasoned in a dry and moist climate. Specimens without reinforcement where tested to failure and then reinforced and tested again. From the tests it can be concluded that reinforcement improves the capacity of the beam in some cases up to 50% compared to unreinforced beams. The effect of moisture gradients on the capacity is significant and the worst case is when the beams are in a moistening phase. | ||
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10.1007/s00107-005-0016-5 doi (DE-627)SPR000689653 (SPR)s00107-005-0016-5-e DE-627 ger DE-627 rakwb eng Jönsson, Johan verfasserin aut Load carrying capacity of curved glulam beams reinforced with self-tapping screws 2005 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer-Verlag 2005 Abstract The aim of this research was to determine the load carrying capacity of curved glulam beams reinforced perpendicular to grain and subjected to climate induced internal stresses. The self-tapping screws used as reinforcement prevent the glulam to split along the grain causing failure perpendicular to grain. Different tests were performed; specimens seasoned in dry and moist climate, specimens exposed to single climate change and reinforced specimens seasoned in a dry and moist climate. Specimens without reinforcement where tested to failure and then reinforced and tested again. From the tests it can be concluded that reinforcement improves the capacity of the beam in some cases up to 50% compared to unreinforced beams. The effect of moisture gradients on the capacity is significant and the worst case is when the beams are in a moistening phase. Fracture Mode (dpeaa)DE-He213 Shear Failure (dpeaa)DE-He213 Curve Beam (dpeaa)DE-He213 Moisture Gradient (dpeaa)DE-He213 Curve Part (dpeaa)DE-He213 Enthalten in European journal of wood and wood products Berlin : Springer, 2009 63(2005), 5 vom: 29. Juli, Seite 342-346 (DE-627)594429870 (DE-600)2485250-8 1436-736X nnns volume:63 year:2005 number:5 day:29 month:07 pages:342-346 https://dx.doi.org/10.1007/s00107-005-0016-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_120 GBV_ILN_150 AR 63 2005 5 29 07 342-346 |
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10.1007/s00107-005-0016-5 doi (DE-627)SPR000689653 (SPR)s00107-005-0016-5-e DE-627 ger DE-627 rakwb eng Jönsson, Johan verfasserin aut Load carrying capacity of curved glulam beams reinforced with self-tapping screws 2005 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer-Verlag 2005 Abstract The aim of this research was to determine the load carrying capacity of curved glulam beams reinforced perpendicular to grain and subjected to climate induced internal stresses. The self-tapping screws used as reinforcement prevent the glulam to split along the grain causing failure perpendicular to grain. Different tests were performed; specimens seasoned in dry and moist climate, specimens exposed to single climate change and reinforced specimens seasoned in a dry and moist climate. Specimens without reinforcement where tested to failure and then reinforced and tested again. From the tests it can be concluded that reinforcement improves the capacity of the beam in some cases up to 50% compared to unreinforced beams. The effect of moisture gradients on the capacity is significant and the worst case is when the beams are in a moistening phase. Fracture Mode (dpeaa)DE-He213 Shear Failure (dpeaa)DE-He213 Curve Beam (dpeaa)DE-He213 Moisture Gradient (dpeaa)DE-He213 Curve Part (dpeaa)DE-He213 Enthalten in European journal of wood and wood products Berlin : Springer, 2009 63(2005), 5 vom: 29. Juli, Seite 342-346 (DE-627)594429870 (DE-600)2485250-8 1436-736X nnns volume:63 year:2005 number:5 day:29 month:07 pages:342-346 https://dx.doi.org/10.1007/s00107-005-0016-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_120 GBV_ILN_150 AR 63 2005 5 29 07 342-346 |
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10.1007/s00107-005-0016-5 doi (DE-627)SPR000689653 (SPR)s00107-005-0016-5-e DE-627 ger DE-627 rakwb eng Jönsson, Johan verfasserin aut Load carrying capacity of curved glulam beams reinforced with self-tapping screws 2005 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer-Verlag 2005 Abstract The aim of this research was to determine the load carrying capacity of curved glulam beams reinforced perpendicular to grain and subjected to climate induced internal stresses. The self-tapping screws used as reinforcement prevent the glulam to split along the grain causing failure perpendicular to grain. Different tests were performed; specimens seasoned in dry and moist climate, specimens exposed to single climate change and reinforced specimens seasoned in a dry and moist climate. Specimens without reinforcement where tested to failure and then reinforced and tested again. From the tests it can be concluded that reinforcement improves the capacity of the beam in some cases up to 50% compared to unreinforced beams. The effect of moisture gradients on the capacity is significant and the worst case is when the beams are in a moistening phase. Fracture Mode (dpeaa)DE-He213 Shear Failure (dpeaa)DE-He213 Curve Beam (dpeaa)DE-He213 Moisture Gradient (dpeaa)DE-He213 Curve Part (dpeaa)DE-He213 Enthalten in European journal of wood and wood products Berlin : Springer, 2009 63(2005), 5 vom: 29. Juli, Seite 342-346 (DE-627)594429870 (DE-600)2485250-8 1436-736X nnns volume:63 year:2005 number:5 day:29 month:07 pages:342-346 https://dx.doi.org/10.1007/s00107-005-0016-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_120 GBV_ILN_150 AR 63 2005 5 29 07 342-346 |
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10.1007/s00107-005-0016-5 doi (DE-627)SPR000689653 (SPR)s00107-005-0016-5-e DE-627 ger DE-627 rakwb eng Jönsson, Johan verfasserin aut Load carrying capacity of curved glulam beams reinforced with self-tapping screws 2005 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer-Verlag 2005 Abstract The aim of this research was to determine the load carrying capacity of curved glulam beams reinforced perpendicular to grain and subjected to climate induced internal stresses. The self-tapping screws used as reinforcement prevent the glulam to split along the grain causing failure perpendicular to grain. Different tests were performed; specimens seasoned in dry and moist climate, specimens exposed to single climate change and reinforced specimens seasoned in a dry and moist climate. Specimens without reinforcement where tested to failure and then reinforced and tested again. From the tests it can be concluded that reinforcement improves the capacity of the beam in some cases up to 50% compared to unreinforced beams. The effect of moisture gradients on the capacity is significant and the worst case is when the beams are in a moistening phase. Fracture Mode (dpeaa)DE-He213 Shear Failure (dpeaa)DE-He213 Curve Beam (dpeaa)DE-He213 Moisture Gradient (dpeaa)DE-He213 Curve Part (dpeaa)DE-He213 Enthalten in European journal of wood and wood products Berlin : Springer, 2009 63(2005), 5 vom: 29. Juli, Seite 342-346 (DE-627)594429870 (DE-600)2485250-8 1436-736X nnns volume:63 year:2005 number:5 day:29 month:07 pages:342-346 https://dx.doi.org/10.1007/s00107-005-0016-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_120 GBV_ILN_150 AR 63 2005 5 29 07 342-346 |
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10.1007/s00107-005-0016-5 doi (DE-627)SPR000689653 (SPR)s00107-005-0016-5-e DE-627 ger DE-627 rakwb eng Jönsson, Johan verfasserin aut Load carrying capacity of curved glulam beams reinforced with self-tapping screws 2005 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer-Verlag 2005 Abstract The aim of this research was to determine the load carrying capacity of curved glulam beams reinforced perpendicular to grain and subjected to climate induced internal stresses. The self-tapping screws used as reinforcement prevent the glulam to split along the grain causing failure perpendicular to grain. Different tests were performed; specimens seasoned in dry and moist climate, specimens exposed to single climate change and reinforced specimens seasoned in a dry and moist climate. Specimens without reinforcement where tested to failure and then reinforced and tested again. From the tests it can be concluded that reinforcement improves the capacity of the beam in some cases up to 50% compared to unreinforced beams. The effect of moisture gradients on the capacity is significant and the worst case is when the beams are in a moistening phase. Fracture Mode (dpeaa)DE-He213 Shear Failure (dpeaa)DE-He213 Curve Beam (dpeaa)DE-He213 Moisture Gradient (dpeaa)DE-He213 Curve Part (dpeaa)DE-He213 Enthalten in European journal of wood and wood products Berlin : Springer, 2009 63(2005), 5 vom: 29. Juli, Seite 342-346 (DE-627)594429870 (DE-600)2485250-8 1436-736X nnns volume:63 year:2005 number:5 day:29 month:07 pages:342-346 https://dx.doi.org/10.1007/s00107-005-0016-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_120 GBV_ILN_150 AR 63 2005 5 29 07 342-346 |
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Abstract The aim of this research was to determine the load carrying capacity of curved glulam beams reinforced perpendicular to grain and subjected to climate induced internal stresses. The self-tapping screws used as reinforcement prevent the glulam to split along the grain causing failure perpendicular to grain. Different tests were performed; specimens seasoned in dry and moist climate, specimens exposed to single climate change and reinforced specimens seasoned in a dry and moist climate. Specimens without reinforcement where tested to failure and then reinforced and tested again. From the tests it can be concluded that reinforcement improves the capacity of the beam in some cases up to 50% compared to unreinforced beams. The effect of moisture gradients on the capacity is significant and the worst case is when the beams are in a moistening phase. © Springer-Verlag 2005 |
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Abstract The aim of this research was to determine the load carrying capacity of curved glulam beams reinforced perpendicular to grain and subjected to climate induced internal stresses. The self-tapping screws used as reinforcement prevent the glulam to split along the grain causing failure perpendicular to grain. Different tests were performed; specimens seasoned in dry and moist climate, specimens exposed to single climate change and reinforced specimens seasoned in a dry and moist climate. Specimens without reinforcement where tested to failure and then reinforced and tested again. From the tests it can be concluded that reinforcement improves the capacity of the beam in some cases up to 50% compared to unreinforced beams. The effect of moisture gradients on the capacity is significant and the worst case is when the beams are in a moistening phase. © Springer-Verlag 2005 |
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Abstract The aim of this research was to determine the load carrying capacity of curved glulam beams reinforced perpendicular to grain and subjected to climate induced internal stresses. The self-tapping screws used as reinforcement prevent the glulam to split along the grain causing failure perpendicular to grain. Different tests were performed; specimens seasoned in dry and moist climate, specimens exposed to single climate change and reinforced specimens seasoned in a dry and moist climate. Specimens without reinforcement where tested to failure and then reinforced and tested again. From the tests it can be concluded that reinforcement improves the capacity of the beam in some cases up to 50% compared to unreinforced beams. The effect of moisture gradients on the capacity is significant and the worst case is when the beams are in a moistening phase. © Springer-Verlag 2005 |
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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">SPR000689653</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230330080900.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">201001s2005 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s00107-005-0016-5</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)SPR000689653</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(SPR)s00107-005-0016-5-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">Jönsson, Johan</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Load carrying capacity of curved glulam beams reinforced with self-tapping screws</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2005</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">© Springer-Verlag 2005</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract The aim of this research was to determine the load carrying capacity of curved glulam beams reinforced perpendicular to grain and subjected to climate induced internal stresses. The self-tapping screws used as reinforcement prevent the glulam to split along the grain causing failure perpendicular to grain. Different tests were performed; specimens seasoned in dry and moist climate, specimens exposed to single climate change and reinforced specimens seasoned in a dry and moist climate. Specimens without reinforcement where tested to failure and then reinforced and tested again. From the tests it can be concluded that reinforcement improves the capacity of the beam in some cases up to 50% compared to unreinforced beams. 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