Contact-free measurements and numerical analyses of the strain distribution in the joint area of steel-to-timber dowel joints
Abstract Two different dowel-type joints of differing size were loaded in tension parallel to the grain. The strain distribution in the joint area was studied using a contact-free measurement system. The results were compared with those of numerical analysis. The measurement system was found to be a...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Sjödin, Johan [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2006 |
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| Schlagwörter: |
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| Anmerkung: |
© Springer-Verlag 2006 |
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| Übergeordnetes Werk: |
Enthalten in: European journal of wood and wood products - Berlin : Springer, 2009, 64(2006), 6 vom: 12. Apr., Seite 497-506 |
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| Übergeordnetes Werk: |
volume:64 ; year:2006 ; number:6 ; day:12 ; month:04 ; pages:497-506 |
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| DOI / URN: |
10.1007/s00107-006-0112-1 |
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| 520 | |a Abstract Two different dowel-type joints of differing size were loaded in tension parallel to the grain. The strain distribution in the joint area was studied using a contact-free measurement system. The results were compared with those of numerical analysis. The measurement system was found to be a valuable complement to traditional measurement techniques and also to numerical analyses performed in parametric studies. The measurements obtained were shown to be particularly useful for studying the highly nonlinear behavior of timber that is of special importance in characterizing timber dowel joints. Several observations of considerable interest were made on the basis of numerical results in combination with results of the contact-free measurement system. A non-uniform strain distribution in the joint area was detected, for example, and shear strains and tensile strains, both parallel and perpendicular to the grain were found to be concentrated in the areas most likely to influence the failure mode of the joint. A general observation made was that the larger size joint failed in brittle manner, an observation supported by previous research. | ||
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| 700 | 1 | |a Enquist, Bertil |4 aut | |
| 700 | 1 | |a Serrano, Erik |4 aut | |
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10.1007/s00107-006-0112-1 doi (DE-627)SPR000690783 (SPR)s00107-006-0112-1-e DE-627 ger DE-627 rakwb eng Sjödin, Johan verfasserin aut Contact-free measurements and numerical analyses of the strain distribution in the joint area of steel-to-timber dowel joints 2006 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer-Verlag 2006 Abstract Two different dowel-type joints of differing size were loaded in tension parallel to the grain. The strain distribution in the joint area was studied using a contact-free measurement system. The results were compared with those of numerical analysis. The measurement system was found to be a valuable complement to traditional measurement techniques and also to numerical analyses performed in parametric studies. The measurements obtained were shown to be particularly useful for studying the highly nonlinear behavior of timber that is of special importance in characterizing timber dowel joints. Several observations of considerable interest were made on the basis of numerical results in combination with results of the contact-free measurement system. A non-uniform strain distribution in the joint area was detected, for example, and shear strains and tensile strains, both parallel and perpendicular to the grain were found to be concentrated in the areas most likely to influence the failure mode of the joint. A general observation made was that the larger size joint failed in brittle manner, an observation supported by previous research. Timber (dpeaa)DE-He213 Initial Crack (dpeaa)DE-He213 Joint Area (dpeaa)DE-He213 Timber Joint (dpeaa)DE-He213 Glulam Beam (dpeaa)DE-He213 Enquist, Bertil aut Serrano, Erik aut Enthalten in European journal of wood and wood products Berlin : Springer, 2009 64(2006), 6 vom: 12. Apr., Seite 497-506 (DE-627)594429870 (DE-600)2485250-8 1436-736X nnns volume:64 year:2006 number:6 day:12 month:04 pages:497-506 https://dx.doi.org/10.1007/s00107-006-0112-1 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_120 GBV_ILN_150 AR 64 2006 6 12 04 497-506 |
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10.1007/s00107-006-0112-1 doi (DE-627)SPR000690783 (SPR)s00107-006-0112-1-e DE-627 ger DE-627 rakwb eng Sjödin, Johan verfasserin aut Contact-free measurements and numerical analyses of the strain distribution in the joint area of steel-to-timber dowel joints 2006 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer-Verlag 2006 Abstract Two different dowel-type joints of differing size were loaded in tension parallel to the grain. The strain distribution in the joint area was studied using a contact-free measurement system. The results were compared with those of numerical analysis. The measurement system was found to be a valuable complement to traditional measurement techniques and also to numerical analyses performed in parametric studies. The measurements obtained were shown to be particularly useful for studying the highly nonlinear behavior of timber that is of special importance in characterizing timber dowel joints. Several observations of considerable interest were made on the basis of numerical results in combination with results of the contact-free measurement system. A non-uniform strain distribution in the joint area was detected, for example, and shear strains and tensile strains, both parallel and perpendicular to the grain were found to be concentrated in the areas most likely to influence the failure mode of the joint. A general observation made was that the larger size joint failed in brittle manner, an observation supported by previous research. Timber (dpeaa)DE-He213 Initial Crack (dpeaa)DE-He213 Joint Area (dpeaa)DE-He213 Timber Joint (dpeaa)DE-He213 Glulam Beam (dpeaa)DE-He213 Enquist, Bertil aut Serrano, Erik aut Enthalten in European journal of wood and wood products Berlin : Springer, 2009 64(2006), 6 vom: 12. Apr., Seite 497-506 (DE-627)594429870 (DE-600)2485250-8 1436-736X nnns volume:64 year:2006 number:6 day:12 month:04 pages:497-506 https://dx.doi.org/10.1007/s00107-006-0112-1 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_120 GBV_ILN_150 AR 64 2006 6 12 04 497-506 |
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10.1007/s00107-006-0112-1 doi (DE-627)SPR000690783 (SPR)s00107-006-0112-1-e DE-627 ger DE-627 rakwb eng Sjödin, Johan verfasserin aut Contact-free measurements and numerical analyses of the strain distribution in the joint area of steel-to-timber dowel joints 2006 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer-Verlag 2006 Abstract Two different dowel-type joints of differing size were loaded in tension parallel to the grain. The strain distribution in the joint area was studied using a contact-free measurement system. The results were compared with those of numerical analysis. The measurement system was found to be a valuable complement to traditional measurement techniques and also to numerical analyses performed in parametric studies. The measurements obtained were shown to be particularly useful for studying the highly nonlinear behavior of timber that is of special importance in characterizing timber dowel joints. Several observations of considerable interest were made on the basis of numerical results in combination with results of the contact-free measurement system. A non-uniform strain distribution in the joint area was detected, for example, and shear strains and tensile strains, both parallel and perpendicular to the grain were found to be concentrated in the areas most likely to influence the failure mode of the joint. A general observation made was that the larger size joint failed in brittle manner, an observation supported by previous research. Timber (dpeaa)DE-He213 Initial Crack (dpeaa)DE-He213 Joint Area (dpeaa)DE-He213 Timber Joint (dpeaa)DE-He213 Glulam Beam (dpeaa)DE-He213 Enquist, Bertil aut Serrano, Erik aut Enthalten in European journal of wood and wood products Berlin : Springer, 2009 64(2006), 6 vom: 12. Apr., Seite 497-506 (DE-627)594429870 (DE-600)2485250-8 1436-736X nnns volume:64 year:2006 number:6 day:12 month:04 pages:497-506 https://dx.doi.org/10.1007/s00107-006-0112-1 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_120 GBV_ILN_150 AR 64 2006 6 12 04 497-506 |
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10.1007/s00107-006-0112-1 doi (DE-627)SPR000690783 (SPR)s00107-006-0112-1-e DE-627 ger DE-627 rakwb eng Sjödin, Johan verfasserin aut Contact-free measurements and numerical analyses of the strain distribution in the joint area of steel-to-timber dowel joints 2006 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer-Verlag 2006 Abstract Two different dowel-type joints of differing size were loaded in tension parallel to the grain. The strain distribution in the joint area was studied using a contact-free measurement system. The results were compared with those of numerical analysis. The measurement system was found to be a valuable complement to traditional measurement techniques and also to numerical analyses performed in parametric studies. The measurements obtained were shown to be particularly useful for studying the highly nonlinear behavior of timber that is of special importance in characterizing timber dowel joints. Several observations of considerable interest were made on the basis of numerical results in combination with results of the contact-free measurement system. A non-uniform strain distribution in the joint area was detected, for example, and shear strains and tensile strains, both parallel and perpendicular to the grain were found to be concentrated in the areas most likely to influence the failure mode of the joint. A general observation made was that the larger size joint failed in brittle manner, an observation supported by previous research. Timber (dpeaa)DE-He213 Initial Crack (dpeaa)DE-He213 Joint Area (dpeaa)DE-He213 Timber Joint (dpeaa)DE-He213 Glulam Beam (dpeaa)DE-He213 Enquist, Bertil aut Serrano, Erik aut Enthalten in European journal of wood and wood products Berlin : Springer, 2009 64(2006), 6 vom: 12. Apr., Seite 497-506 (DE-627)594429870 (DE-600)2485250-8 1436-736X nnns volume:64 year:2006 number:6 day:12 month:04 pages:497-506 https://dx.doi.org/10.1007/s00107-006-0112-1 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_120 GBV_ILN_150 AR 64 2006 6 12 04 497-506 |
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10.1007/s00107-006-0112-1 doi (DE-627)SPR000690783 (SPR)s00107-006-0112-1-e DE-627 ger DE-627 rakwb eng Sjödin, Johan verfasserin aut Contact-free measurements and numerical analyses of the strain distribution in the joint area of steel-to-timber dowel joints 2006 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer-Verlag 2006 Abstract Two different dowel-type joints of differing size were loaded in tension parallel to the grain. The strain distribution in the joint area was studied using a contact-free measurement system. The results were compared with those of numerical analysis. The measurement system was found to be a valuable complement to traditional measurement techniques and also to numerical analyses performed in parametric studies. The measurements obtained were shown to be particularly useful for studying the highly nonlinear behavior of timber that is of special importance in characterizing timber dowel joints. Several observations of considerable interest were made on the basis of numerical results in combination with results of the contact-free measurement system. A non-uniform strain distribution in the joint area was detected, for example, and shear strains and tensile strains, both parallel and perpendicular to the grain were found to be concentrated in the areas most likely to influence the failure mode of the joint. A general observation made was that the larger size joint failed in brittle manner, an observation supported by previous research. Timber (dpeaa)DE-He213 Initial Crack (dpeaa)DE-He213 Joint Area (dpeaa)DE-He213 Timber Joint (dpeaa)DE-He213 Glulam Beam (dpeaa)DE-He213 Enquist, Bertil aut Serrano, Erik aut Enthalten in European journal of wood and wood products Berlin : Springer, 2009 64(2006), 6 vom: 12. Apr., Seite 497-506 (DE-627)594429870 (DE-600)2485250-8 1436-736X nnns volume:64 year:2006 number:6 day:12 month:04 pages:497-506 https://dx.doi.org/10.1007/s00107-006-0112-1 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_120 GBV_ILN_150 AR 64 2006 6 12 04 497-506 |
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Contact-free measurements and numerical analyses of the strain distribution in the joint area of steel-to-timber dowel joints |
| abstract |
Abstract Two different dowel-type joints of differing size were loaded in tension parallel to the grain. The strain distribution in the joint area was studied using a contact-free measurement system. The results were compared with those of numerical analysis. The measurement system was found to be a valuable complement to traditional measurement techniques and also to numerical analyses performed in parametric studies. The measurements obtained were shown to be particularly useful for studying the highly nonlinear behavior of timber that is of special importance in characterizing timber dowel joints. Several observations of considerable interest were made on the basis of numerical results in combination with results of the contact-free measurement system. A non-uniform strain distribution in the joint area was detected, for example, and shear strains and tensile strains, both parallel and perpendicular to the grain were found to be concentrated in the areas most likely to influence the failure mode of the joint. A general observation made was that the larger size joint failed in brittle manner, an observation supported by previous research. © Springer-Verlag 2006 |
| abstractGer |
Abstract Two different dowel-type joints of differing size were loaded in tension parallel to the grain. The strain distribution in the joint area was studied using a contact-free measurement system. The results were compared with those of numerical analysis. The measurement system was found to be a valuable complement to traditional measurement techniques and also to numerical analyses performed in parametric studies. The measurements obtained were shown to be particularly useful for studying the highly nonlinear behavior of timber that is of special importance in characterizing timber dowel joints. Several observations of considerable interest were made on the basis of numerical results in combination with results of the contact-free measurement system. A non-uniform strain distribution in the joint area was detected, for example, and shear strains and tensile strains, both parallel and perpendicular to the grain were found to be concentrated in the areas most likely to influence the failure mode of the joint. A general observation made was that the larger size joint failed in brittle manner, an observation supported by previous research. © Springer-Verlag 2006 |
| abstract_unstemmed |
Abstract Two different dowel-type joints of differing size were loaded in tension parallel to the grain. The strain distribution in the joint area was studied using a contact-free measurement system. The results were compared with those of numerical analysis. The measurement system was found to be a valuable complement to traditional measurement techniques and also to numerical analyses performed in parametric studies. The measurements obtained were shown to be particularly useful for studying the highly nonlinear behavior of timber that is of special importance in characterizing timber dowel joints. Several observations of considerable interest were made on the basis of numerical results in combination with results of the contact-free measurement system. A non-uniform strain distribution in the joint area was detected, for example, and shear strains and tensile strains, both parallel and perpendicular to the grain were found to be concentrated in the areas most likely to influence the failure mode of the joint. A general observation made was that the larger size joint failed in brittle manner, an observation supported by previous research. © Springer-Verlag 2006 |
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Contact-free measurements and numerical analyses of the strain distribution in the joint area of steel-to-timber dowel joints |
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https://dx.doi.org/10.1007/s00107-006-0112-1 |
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| author2 |
Enquist, Bertil Serrano, Erik |
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Enquist, Bertil Serrano, Erik |
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594429870 |
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c |
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| doi_str |
10.1007/s00107-006-0112-1 |
| up_date |
2024-07-03T17:39:43.356Z |
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1803580482106949632 |
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The strain distribution in the joint area was studied using a contact-free measurement system. The results were compared with those of numerical analysis. The measurement system was found to be a valuable complement to traditional measurement techniques and also to numerical analyses performed in parametric studies. The measurements obtained were shown to be particularly useful for studying the highly nonlinear behavior of timber that is of special importance in characterizing timber dowel joints. Several observations of considerable interest were made on the basis of numerical results in combination with results of the contact-free measurement system. A non-uniform strain distribution in the joint area was detected, for example, and shear strains and tensile strains, both parallel and perpendicular to the grain were found to be concentrated in the areas most likely to influence the failure mode of the joint. 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