Dynamic behavior of nonuniform lumber in stress-grading machines
Summary A finite element model is developed to predict the dynamic behavior of nonuniform lumber in stress-grading machines of the constant deflection type. Simulations carried out with the model showed that speed largely effects the accuracy with which grading machines can identify low-point modulu...
Ausführliche Beschreibung
Autor*in: |
Samson, M. [verfasserIn] |
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Format: |
Artikel |
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Sprache: |
Englisch |
Erschienen: |
1990 |
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Schlagwörter: |
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Anmerkung: |
© Springer-Verlag 1990 |
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Übergeordnetes Werk: |
Enthalten in: Wood science and technology - Springer-Verlag, 1967, 24(1990), 4 vom: Okt., Seite 327-337 |
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Übergeordnetes Werk: |
volume:24 ; year:1990 ; number:4 ; month:10 ; pages:327-337 |
Links: |
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DOI / URN: |
10.1007/BF00227053 |
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Katalog-ID: |
OLC2073062717 |
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520 | |a Summary A finite element model is developed to predict the dynamic behavior of nonuniform lumber in stress-grading machines of the constant deflection type. Simulations carried out with the model showed that speed largely effects the accuracy with which grading machines can identify low-point modulus of elasticity (E) oflumber. Tests conducted at 15 and 315 m/min on lumber members containing a low E zone confirmed model predictions. However, as demonstrated in this study, machine ability to detect low-point E at high speed can greatly be improved from filtering the load signal measured by the machine. | ||
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10.1007/BF00227053 doi (DE-627)OLC2073062717 (DE-He213)BF00227053-p DE-627 ger DE-627 rakwb eng 670 VZ 23 ssgn Samson, M. verfasserin aut Dynamic behavior of nonuniform lumber in stress-grading machines 1990 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag 1990 Summary A finite element model is developed to predict the dynamic behavior of nonuniform lumber in stress-grading machines of the constant deflection type. Simulations carried out with the model showed that speed largely effects the accuracy with which grading machines can identify low-point modulus of elasticity (E) oflumber. Tests conducted at 15 and 315 m/min on lumber members containing a low E zone confirmed model predictions. However, as demonstrated in this study, machine ability to detect low-point E at high speed can greatly be improved from filtering the load signal measured by the machine. Model Prediction Element Model Dynamic Behavior Finite Element Model Material Processing Huot, B. aut Enthalten in Wood science and technology Springer-Verlag, 1967 24(1990), 4 vom: Okt., Seite 327-337 (DE-627)129600679 (DE-600)241313-9 (DE-576)015094227 0043-7719 nnns volume:24 year:1990 number:4 month:10 pages:327-337 https://doi.org/10.1007/BF00227053 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-CHE SSG-OLC-FOR SSG-OPC-FOR GBV_ILN_11 GBV_ILN_22 GBV_ILN_40 GBV_ILN_70 GBV_ILN_252 GBV_ILN_2004 GBV_ILN_2006 GBV_ILN_2018 GBV_ILN_2542 GBV_ILN_4046 GBV_ILN_4103 GBV_ILN_4219 GBV_ILN_4330 AR 24 1990 4 10 327-337 |
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10.1007/BF00227053 doi (DE-627)OLC2073062717 (DE-He213)BF00227053-p DE-627 ger DE-627 rakwb eng 670 VZ 23 ssgn Samson, M. verfasserin aut Dynamic behavior of nonuniform lumber in stress-grading machines 1990 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag 1990 Summary A finite element model is developed to predict the dynamic behavior of nonuniform lumber in stress-grading machines of the constant deflection type. Simulations carried out with the model showed that speed largely effects the accuracy with which grading machines can identify low-point modulus of elasticity (E) oflumber. Tests conducted at 15 and 315 m/min on lumber members containing a low E zone confirmed model predictions. However, as demonstrated in this study, machine ability to detect low-point E at high speed can greatly be improved from filtering the load signal measured by the machine. Model Prediction Element Model Dynamic Behavior Finite Element Model Material Processing Huot, B. aut Enthalten in Wood science and technology Springer-Verlag, 1967 24(1990), 4 vom: Okt., Seite 327-337 (DE-627)129600679 (DE-600)241313-9 (DE-576)015094227 0043-7719 nnns volume:24 year:1990 number:4 month:10 pages:327-337 https://doi.org/10.1007/BF00227053 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-CHE SSG-OLC-FOR SSG-OPC-FOR GBV_ILN_11 GBV_ILN_22 GBV_ILN_40 GBV_ILN_70 GBV_ILN_252 GBV_ILN_2004 GBV_ILN_2006 GBV_ILN_2018 GBV_ILN_2542 GBV_ILN_4046 GBV_ILN_4103 GBV_ILN_4219 GBV_ILN_4330 AR 24 1990 4 10 327-337 |
allfields_unstemmed |
10.1007/BF00227053 doi (DE-627)OLC2073062717 (DE-He213)BF00227053-p DE-627 ger DE-627 rakwb eng 670 VZ 23 ssgn Samson, M. verfasserin aut Dynamic behavior of nonuniform lumber in stress-grading machines 1990 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag 1990 Summary A finite element model is developed to predict the dynamic behavior of nonuniform lumber in stress-grading machines of the constant deflection type. Simulations carried out with the model showed that speed largely effects the accuracy with which grading machines can identify low-point modulus of elasticity (E) oflumber. Tests conducted at 15 and 315 m/min on lumber members containing a low E zone confirmed model predictions. However, as demonstrated in this study, machine ability to detect low-point E at high speed can greatly be improved from filtering the load signal measured by the machine. Model Prediction Element Model Dynamic Behavior Finite Element Model Material Processing Huot, B. aut Enthalten in Wood science and technology Springer-Verlag, 1967 24(1990), 4 vom: Okt., Seite 327-337 (DE-627)129600679 (DE-600)241313-9 (DE-576)015094227 0043-7719 nnns volume:24 year:1990 number:4 month:10 pages:327-337 https://doi.org/10.1007/BF00227053 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-CHE SSG-OLC-FOR SSG-OPC-FOR GBV_ILN_11 GBV_ILN_22 GBV_ILN_40 GBV_ILN_70 GBV_ILN_252 GBV_ILN_2004 GBV_ILN_2006 GBV_ILN_2018 GBV_ILN_2542 GBV_ILN_4046 GBV_ILN_4103 GBV_ILN_4219 GBV_ILN_4330 AR 24 1990 4 10 327-337 |
allfieldsGer |
10.1007/BF00227053 doi (DE-627)OLC2073062717 (DE-He213)BF00227053-p DE-627 ger DE-627 rakwb eng 670 VZ 23 ssgn Samson, M. verfasserin aut Dynamic behavior of nonuniform lumber in stress-grading machines 1990 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag 1990 Summary A finite element model is developed to predict the dynamic behavior of nonuniform lumber in stress-grading machines of the constant deflection type. Simulations carried out with the model showed that speed largely effects the accuracy with which grading machines can identify low-point modulus of elasticity (E) oflumber. Tests conducted at 15 and 315 m/min on lumber members containing a low E zone confirmed model predictions. However, as demonstrated in this study, machine ability to detect low-point E at high speed can greatly be improved from filtering the load signal measured by the machine. Model Prediction Element Model Dynamic Behavior Finite Element Model Material Processing Huot, B. aut Enthalten in Wood science and technology Springer-Verlag, 1967 24(1990), 4 vom: Okt., Seite 327-337 (DE-627)129600679 (DE-600)241313-9 (DE-576)015094227 0043-7719 nnns volume:24 year:1990 number:4 month:10 pages:327-337 https://doi.org/10.1007/BF00227053 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-CHE SSG-OLC-FOR SSG-OPC-FOR GBV_ILN_11 GBV_ILN_22 GBV_ILN_40 GBV_ILN_70 GBV_ILN_252 GBV_ILN_2004 GBV_ILN_2006 GBV_ILN_2018 GBV_ILN_2542 GBV_ILN_4046 GBV_ILN_4103 GBV_ILN_4219 GBV_ILN_4330 AR 24 1990 4 10 327-337 |
allfieldsSound |
10.1007/BF00227053 doi (DE-627)OLC2073062717 (DE-He213)BF00227053-p DE-627 ger DE-627 rakwb eng 670 VZ 23 ssgn Samson, M. verfasserin aut Dynamic behavior of nonuniform lumber in stress-grading machines 1990 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag 1990 Summary A finite element model is developed to predict the dynamic behavior of nonuniform lumber in stress-grading machines of the constant deflection type. Simulations carried out with the model showed that speed largely effects the accuracy with which grading machines can identify low-point modulus of elasticity (E) oflumber. Tests conducted at 15 and 315 m/min on lumber members containing a low E zone confirmed model predictions. However, as demonstrated in this study, machine ability to detect low-point E at high speed can greatly be improved from filtering the load signal measured by the machine. Model Prediction Element Model Dynamic Behavior Finite Element Model Material Processing Huot, B. aut Enthalten in Wood science and technology Springer-Verlag, 1967 24(1990), 4 vom: Okt., Seite 327-337 (DE-627)129600679 (DE-600)241313-9 (DE-576)015094227 0043-7719 nnns volume:24 year:1990 number:4 month:10 pages:327-337 https://doi.org/10.1007/BF00227053 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-CHE SSG-OLC-FOR SSG-OPC-FOR GBV_ILN_11 GBV_ILN_22 GBV_ILN_40 GBV_ILN_70 GBV_ILN_252 GBV_ILN_2004 GBV_ILN_2006 GBV_ILN_2018 GBV_ILN_2542 GBV_ILN_4046 GBV_ILN_4103 GBV_ILN_4219 GBV_ILN_4330 AR 24 1990 4 10 327-337 |
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Summary A finite element model is developed to predict the dynamic behavior of nonuniform lumber in stress-grading machines of the constant deflection type. Simulations carried out with the model showed that speed largely effects the accuracy with which grading machines can identify low-point modulus of elasticity (E) oflumber. Tests conducted at 15 and 315 m/min on lumber members containing a low E zone confirmed model predictions. However, as demonstrated in this study, machine ability to detect low-point E at high speed can greatly be improved from filtering the load signal measured by the machine. © Springer-Verlag 1990 |
abstractGer |
Summary A finite element model is developed to predict the dynamic behavior of nonuniform lumber in stress-grading machines of the constant deflection type. Simulations carried out with the model showed that speed largely effects the accuracy with which grading machines can identify low-point modulus of elasticity (E) oflumber. Tests conducted at 15 and 315 m/min on lumber members containing a low E zone confirmed model predictions. However, as demonstrated in this study, machine ability to detect low-point E at high speed can greatly be improved from filtering the load signal measured by the machine. © Springer-Verlag 1990 |
abstract_unstemmed |
Summary A finite element model is developed to predict the dynamic behavior of nonuniform lumber in stress-grading machines of the constant deflection type. Simulations carried out with the model showed that speed largely effects the accuracy with which grading machines can identify low-point modulus of elasticity (E) oflumber. Tests conducted at 15 and 315 m/min on lumber members containing a low E zone confirmed model predictions. However, as demonstrated in this study, machine ability to detect low-point E at high speed can greatly be improved from filtering the load signal measured by the machine. © Springer-Verlag 1990 |
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Simulations carried out with the model showed that speed largely effects the accuracy with which grading machines can identify low-point modulus of elasticity (E) oflumber. Tests conducted at 15 and 315 m/min on lumber members containing a low E zone confirmed model predictions. However, as demonstrated in this study, machine ability to detect low-point E at high speed can greatly be improved from filtering the load signal measured by the machine.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Model Prediction</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Element Model</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Dynamic Behavior</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Finite Element Model</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Material Processing</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Huot, B.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Wood science and technology</subfield><subfield code="d">Springer-Verlag, 1967</subfield><subfield code="g">24(1990), 4 vom: Okt., Seite 327-337</subfield><subfield code="w">(DE-627)129600679</subfield><subfield code="w">(DE-600)241313-9</subfield><subfield code="w">(DE-576)015094227</subfield><subfield code="x">0043-7719</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:24</subfield><subfield code="g">year:1990</subfield><subfield code="g">number:4</subfield><subfield code="g">month:10</subfield><subfield code="g">pages:327-337</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">https://doi.org/10.1007/BF00227053</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_OLC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-TEC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-CHE</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-FOR</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OPC-FOR</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_11</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_22</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_40</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_252</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2004</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2006</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2018</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2542</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4046</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4103</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4219</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4330</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">24</subfield><subfield code="j">1990</subfield><subfield code="e">4</subfield><subfield code="c">10</subfield><subfield code="h">327-337</subfield></datafield></record></collection>
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