Mechanical properties of azobé (Lophira alata)
Abstract The use of tropical hardwoods in structural applications requires knowledge of the mechanical properties. Even though long experience is available with the species azobé (Lophira alata), much of the current knowledge is based on tests performed on small clear specimens for bending, compress...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
van de Kuilen, J. W. G. [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2004 |
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| Schlagwörter: |
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| Anmerkung: |
© Springer-Verlag 2004 |
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| Übergeordnetes Werk: |
Enthalten in: European journal of wood and wood products - Berlin : Springer, 2009, 63(2004), 1 vom: 23. Dez., Seite 1-10 |
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| Übergeordnetes Werk: |
volume:63 ; year:2004 ; number:1 ; day:23 ; month:12 ; pages:1-10 |
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| DOI / URN: |
10.1007/s00107-004-0533-7 |
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| 520 | |a Abstract The use of tropical hardwoods in structural applications requires knowledge of the mechanical properties. Even though long experience is available with the species azobé (Lophira alata), much of the current knowledge is based on tests performed on small clear specimens for bending, compression and shear. Since tropical hardwoods are used in structures with high economic value, a sound knowledge of the mechanical properties allows for better optimisation and for minimal use of raw material. Bending, compression and shear tests have been performed on material in structural sizes. Characteristic values show that in most loading cases the structural capacity of the material is distinctly higher than currently assumed in practice. The relationship between static modulus of elasticity and bending strength has been determined. The depth effect was shown to be less pronounced than for softwoods. | ||
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10.1007/s00107-004-0533-7 doi (DE-627)SPR000689114 (SPR)s00107-004-0533-7-e DE-627 ger DE-627 rakwb eng van de Kuilen, J. W. G. verfasserin aut Mechanical properties of azobé (Lophira alata) 2004 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer-Verlag 2004 Abstract The use of tropical hardwoods in structural applications requires knowledge of the mechanical properties. Even though long experience is available with the species azobé (Lophira alata), much of the current knowledge is based on tests performed on small clear specimens for bending, compression and shear. Since tropical hardwoods are used in structures with high economic value, a sound knowledge of the mechanical properties allows for better optimisation and for minimal use of raw material. Bending, compression and shear tests have been performed on material in structural sizes. Characteristic values show that in most loading cases the structural capacity of the material is distinctly higher than currently assumed in practice. The relationship between static modulus of elasticity and bending strength has been determined. The depth effect was shown to be less pronounced than for softwoods. Shear Strength (dpeaa)DE-He213 Shear Test (dpeaa)DE-He213 Compression Strength (dpeaa)DE-He213 Dynamic Modulus (dpeaa)DE-He213 Strength Class (dpeaa)DE-He213 Blass, H. J. aut Enthalten in European journal of wood and wood products Berlin : Springer, 2009 63(2004), 1 vom: 23. Dez., Seite 1-10 (DE-627)594429870 (DE-600)2485250-8 1436-736X nnns volume:63 year:2004 number:1 day:23 month:12 pages:1-10 https://dx.doi.org/10.1007/s00107-004-0533-7 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_120 GBV_ILN_150 AR 63 2004 1 23 12 1-10 |
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10.1007/s00107-004-0533-7 doi (DE-627)SPR000689114 (SPR)s00107-004-0533-7-e DE-627 ger DE-627 rakwb eng van de Kuilen, J. W. G. verfasserin aut Mechanical properties of azobé (Lophira alata) 2004 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer-Verlag 2004 Abstract The use of tropical hardwoods in structural applications requires knowledge of the mechanical properties. Even though long experience is available with the species azobé (Lophira alata), much of the current knowledge is based on tests performed on small clear specimens for bending, compression and shear. Since tropical hardwoods are used in structures with high economic value, a sound knowledge of the mechanical properties allows for better optimisation and for minimal use of raw material. Bending, compression and shear tests have been performed on material in structural sizes. Characteristic values show that in most loading cases the structural capacity of the material is distinctly higher than currently assumed in practice. The relationship between static modulus of elasticity and bending strength has been determined. The depth effect was shown to be less pronounced than for softwoods. Shear Strength (dpeaa)DE-He213 Shear Test (dpeaa)DE-He213 Compression Strength (dpeaa)DE-He213 Dynamic Modulus (dpeaa)DE-He213 Strength Class (dpeaa)DE-He213 Blass, H. J. aut Enthalten in European journal of wood and wood products Berlin : Springer, 2009 63(2004), 1 vom: 23. Dez., Seite 1-10 (DE-627)594429870 (DE-600)2485250-8 1436-736X nnns volume:63 year:2004 number:1 day:23 month:12 pages:1-10 https://dx.doi.org/10.1007/s00107-004-0533-7 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_120 GBV_ILN_150 AR 63 2004 1 23 12 1-10 |
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10.1007/s00107-004-0533-7 doi (DE-627)SPR000689114 (SPR)s00107-004-0533-7-e DE-627 ger DE-627 rakwb eng van de Kuilen, J. W. G. verfasserin aut Mechanical properties of azobé (Lophira alata) 2004 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer-Verlag 2004 Abstract The use of tropical hardwoods in structural applications requires knowledge of the mechanical properties. Even though long experience is available with the species azobé (Lophira alata), much of the current knowledge is based on tests performed on small clear specimens for bending, compression and shear. Since tropical hardwoods are used in structures with high economic value, a sound knowledge of the mechanical properties allows for better optimisation and for minimal use of raw material. Bending, compression and shear tests have been performed on material in structural sizes. Characteristic values show that in most loading cases the structural capacity of the material is distinctly higher than currently assumed in practice. The relationship between static modulus of elasticity and bending strength has been determined. The depth effect was shown to be less pronounced than for softwoods. Shear Strength (dpeaa)DE-He213 Shear Test (dpeaa)DE-He213 Compression Strength (dpeaa)DE-He213 Dynamic Modulus (dpeaa)DE-He213 Strength Class (dpeaa)DE-He213 Blass, H. J. aut Enthalten in European journal of wood and wood products Berlin : Springer, 2009 63(2004), 1 vom: 23. Dez., Seite 1-10 (DE-627)594429870 (DE-600)2485250-8 1436-736X nnns volume:63 year:2004 number:1 day:23 month:12 pages:1-10 https://dx.doi.org/10.1007/s00107-004-0533-7 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_120 GBV_ILN_150 AR 63 2004 1 23 12 1-10 |
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10.1007/s00107-004-0533-7 doi (DE-627)SPR000689114 (SPR)s00107-004-0533-7-e DE-627 ger DE-627 rakwb eng van de Kuilen, J. W. G. verfasserin aut Mechanical properties of azobé (Lophira alata) 2004 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer-Verlag 2004 Abstract The use of tropical hardwoods in structural applications requires knowledge of the mechanical properties. Even though long experience is available with the species azobé (Lophira alata), much of the current knowledge is based on tests performed on small clear specimens for bending, compression and shear. Since tropical hardwoods are used in structures with high economic value, a sound knowledge of the mechanical properties allows for better optimisation and for minimal use of raw material. Bending, compression and shear tests have been performed on material in structural sizes. Characteristic values show that in most loading cases the structural capacity of the material is distinctly higher than currently assumed in practice. The relationship between static modulus of elasticity and bending strength has been determined. The depth effect was shown to be less pronounced than for softwoods. Shear Strength (dpeaa)DE-He213 Shear Test (dpeaa)DE-He213 Compression Strength (dpeaa)DE-He213 Dynamic Modulus (dpeaa)DE-He213 Strength Class (dpeaa)DE-He213 Blass, H. J. aut Enthalten in European journal of wood and wood products Berlin : Springer, 2009 63(2004), 1 vom: 23. Dez., Seite 1-10 (DE-627)594429870 (DE-600)2485250-8 1436-736X nnns volume:63 year:2004 number:1 day:23 month:12 pages:1-10 https://dx.doi.org/10.1007/s00107-004-0533-7 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_120 GBV_ILN_150 AR 63 2004 1 23 12 1-10 |
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10.1007/s00107-004-0533-7 doi (DE-627)SPR000689114 (SPR)s00107-004-0533-7-e DE-627 ger DE-627 rakwb eng van de Kuilen, J. W. G. verfasserin aut Mechanical properties of azobé (Lophira alata) 2004 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer-Verlag 2004 Abstract The use of tropical hardwoods in structural applications requires knowledge of the mechanical properties. Even though long experience is available with the species azobé (Lophira alata), much of the current knowledge is based on tests performed on small clear specimens for bending, compression and shear. Since tropical hardwoods are used in structures with high economic value, a sound knowledge of the mechanical properties allows for better optimisation and for minimal use of raw material. Bending, compression and shear tests have been performed on material in structural sizes. Characteristic values show that in most loading cases the structural capacity of the material is distinctly higher than currently assumed in practice. The relationship between static modulus of elasticity and bending strength has been determined. The depth effect was shown to be less pronounced than for softwoods. Shear Strength (dpeaa)DE-He213 Shear Test (dpeaa)DE-He213 Compression Strength (dpeaa)DE-He213 Dynamic Modulus (dpeaa)DE-He213 Strength Class (dpeaa)DE-He213 Blass, H. J. aut Enthalten in European journal of wood and wood products Berlin : Springer, 2009 63(2004), 1 vom: 23. Dez., Seite 1-10 (DE-627)594429870 (DE-600)2485250-8 1436-736X nnns volume:63 year:2004 number:1 day:23 month:12 pages:1-10 https://dx.doi.org/10.1007/s00107-004-0533-7 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_120 GBV_ILN_150 AR 63 2004 1 23 12 1-10 |
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Abstract The use of tropical hardwoods in structural applications requires knowledge of the mechanical properties. Even though long experience is available with the species azobé (Lophira alata), much of the current knowledge is based on tests performed on small clear specimens for bending, compression and shear. Since tropical hardwoods are used in structures with high economic value, a sound knowledge of the mechanical properties allows for better optimisation and for minimal use of raw material. Bending, compression and shear tests have been performed on material in structural sizes. Characteristic values show that in most loading cases the structural capacity of the material is distinctly higher than currently assumed in practice. The relationship between static modulus of elasticity and bending strength has been determined. The depth effect was shown to be less pronounced than for softwoods. © Springer-Verlag 2004 |
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Abstract The use of tropical hardwoods in structural applications requires knowledge of the mechanical properties. Even though long experience is available with the species azobé (Lophira alata), much of the current knowledge is based on tests performed on small clear specimens for bending, compression and shear. Since tropical hardwoods are used in structures with high economic value, a sound knowledge of the mechanical properties allows for better optimisation and for minimal use of raw material. Bending, compression and shear tests have been performed on material in structural sizes. Characteristic values show that in most loading cases the structural capacity of the material is distinctly higher than currently assumed in practice. The relationship between static modulus of elasticity and bending strength has been determined. The depth effect was shown to be less pronounced than for softwoods. © Springer-Verlag 2004 |
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Abstract The use of tropical hardwoods in structural applications requires knowledge of the mechanical properties. Even though long experience is available with the species azobé (Lophira alata), much of the current knowledge is based on tests performed on small clear specimens for bending, compression and shear. Since tropical hardwoods are used in structures with high economic value, a sound knowledge of the mechanical properties allows for better optimisation and for minimal use of raw material. Bending, compression and shear tests have been performed on material in structural sizes. Characteristic values show that in most loading cases the structural capacity of the material is distinctly higher than currently assumed in practice. The relationship between static modulus of elasticity and bending strength has been determined. The depth effect was shown to be less pronounced than for softwoods. © Springer-Verlag 2004 |
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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">SPR000689114</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230330080858.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">201001s2004 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s00107-004-0533-7</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)SPR000689114</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(SPR)s00107-004-0533-7-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">van de Kuilen, J. W. G.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Mechanical properties of azobé (Lophira alata)</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2004</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 2004</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract The use of tropical hardwoods in structural applications requires knowledge of the mechanical properties. Even though long experience is available with the species azobé (Lophira alata), much of the current knowledge is based on tests performed on small clear specimens for bending, compression and shear. Since tropical hardwoods are used in structures with high economic value, a sound knowledge of the mechanical properties allows for better optimisation and for minimal use of raw material. Bending, compression and shear tests have been performed on material in structural sizes. Characteristic values show that in most loading cases the structural capacity of the material is distinctly higher than currently assumed in practice. The relationship between static modulus of elasticity and bending strength has been determined. The depth effect was shown to be less pronounced than for softwoods.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Shear Strength</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Shear Test</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Compression Strength</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Dynamic Modulus</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Strength Class</subfield><subfield code="7">(dpeaa)DE-He213</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">European journal of wood and wood products</subfield><subfield code="d">Berlin : Springer, 2009</subfield><subfield code="g">63(2004), 1 vom: 23. 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