Stiffness control in adaptive thin-walled laminate composite beams
The aim of this paper is to verify the control of the stiffness that is feasible to achieve in a thin-walled box-beam made from a laminate by including an adaptive material with variable stiffness. In this work, a material having a strongly varying Young Modulus under minor temperature changes was i...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Rivas, E. [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2016transfer abstract |
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| Schlagwörter: |
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| Umfang: |
9 |
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| Übergeordnetes Werk: |
Enthalten in: Newsletter EPNS September 2013 - 2013, Amsterdam [u.a.] |
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| Übergeordnetes Werk: |
volume:80 ; year:2016 ; pages:118-126 ; extent:9 |
| Links: |
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| DOI / URN: |
10.1016/j.compositesa.2015.10.016 |
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ELV024799432 |
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| 520 | |a The aim of this paper is to verify the control of the stiffness that is feasible to achieve in a thin-walled box-beam made from a laminate by including an adaptive material with variable stiffness. In this work, a material having a strongly varying Young Modulus under minor temperature changes was included in the cross-section. An analytical model was used to estimate the position of shear centre and the axial, bending, torsional, and shear stiffnesses of the cross-section. Two cross-sections were analysed, one with an adaptive wall and another with two adaptive walls. In both sections, the torsional stiffness could be strongly altered with minor temperature variations. In the section with one adaptive wall, the shear centre and thus the bending–twist coupling was also strongly modified. A study was made of the influence on the control of stiffnesses exerted by the overall cross-section thickness and the thickness of the adaptive walls. | ||
| 520 | |a The aim of this paper is to verify the control of the stiffness that is feasible to achieve in a thin-walled box-beam made from a laminate by including an adaptive material with variable stiffness. In this work, a material having a strongly varying Young Modulus under minor temperature changes was included in the cross-section. An analytical model was used to estimate the position of shear centre and the axial, bending, torsional, and shear stiffnesses of the cross-section. Two cross-sections were analysed, one with an adaptive wall and another with two adaptive walls. In both sections, the torsional stiffness could be strongly altered with minor temperature variations. In the section with one adaptive wall, the shear centre and thus the bending–twist coupling was also strongly modified. A study was made of the influence on the control of stiffnesses exerted by the overall cross-section thickness and the thickness of the adaptive walls. | ||
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2016 |
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10.1016/j.compositesa.2015.10.016 doi GBVA2016019000027.pica (DE-627)ELV024799432 (ELSEVIER)S1359-835X(15)00362-0 DE-627 ger DE-627 rakwb eng 660 660 DE-600 610 VZ 580 540 VZ BIODIV DE-30 fid 42.00 bkl Rivas, E. verfasserin aut Stiffness control in adaptive thin-walled laminate composite beams 2016transfer abstract 9 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier The aim of this paper is to verify the control of the stiffness that is feasible to achieve in a thin-walled box-beam made from a laminate by including an adaptive material with variable stiffness. In this work, a material having a strongly varying Young Modulus under minor temperature changes was included in the cross-section. An analytical model was used to estimate the position of shear centre and the axial, bending, torsional, and shear stiffnesses of the cross-section. Two cross-sections were analysed, one with an adaptive wall and another with two adaptive walls. In both sections, the torsional stiffness could be strongly altered with minor temperature variations. In the section with one adaptive wall, the shear centre and thus the bending–twist coupling was also strongly modified. A study was made of the influence on the control of stiffnesses exerted by the overall cross-section thickness and the thickness of the adaptive walls. The aim of this paper is to verify the control of the stiffness that is feasible to achieve in a thin-walled box-beam made from a laminate by including an adaptive material with variable stiffness. In this work, a material having a strongly varying Young Modulus under minor temperature changes was included in the cross-section. An analytical model was used to estimate the position of shear centre and the axial, bending, torsional, and shear stiffnesses of the cross-section. Two cross-sections were analysed, one with an adaptive wall and another with two adaptive walls. In both sections, the torsional stiffness could be strongly altered with minor temperature variations. In the section with one adaptive wall, the shear centre and thus the bending–twist coupling was also strongly modified. A study was made of the influence on the control of stiffnesses exerted by the overall cross-section thickness and the thickness of the adaptive walls. C. Analytical modelling Elsevier A. Smart materials Elsevier C. Laminate mechanics Elsevier A. Laminates Elsevier Barbero, E. oth Enthalten in Elsevier Newsletter EPNS September 2013 2013 Amsterdam [u.a.] (DE-627)ELV011781912 volume:80 year:2016 pages:118-126 extent:9 https://doi.org/10.1016/j.compositesa.2015.10.016 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV SSG-OLC-PHA GBV_ILN_11 GBV_ILN_120 GBV_ILN_131 GBV_ILN_2008 GBV_ILN_2018 GBV_ILN_2037 42.00 Biologie: Allgemeines VZ AR 80 2016 118-126 9 045F 660 |
| spelling |
10.1016/j.compositesa.2015.10.016 doi GBVA2016019000027.pica (DE-627)ELV024799432 (ELSEVIER)S1359-835X(15)00362-0 DE-627 ger DE-627 rakwb eng 660 660 DE-600 610 VZ 580 540 VZ BIODIV DE-30 fid 42.00 bkl Rivas, E. verfasserin aut Stiffness control in adaptive thin-walled laminate composite beams 2016transfer abstract 9 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier The aim of this paper is to verify the control of the stiffness that is feasible to achieve in a thin-walled box-beam made from a laminate by including an adaptive material with variable stiffness. In this work, a material having a strongly varying Young Modulus under minor temperature changes was included in the cross-section. An analytical model was used to estimate the position of shear centre and the axial, bending, torsional, and shear stiffnesses of the cross-section. Two cross-sections were analysed, one with an adaptive wall and another with two adaptive walls. In both sections, the torsional stiffness could be strongly altered with minor temperature variations. In the section with one adaptive wall, the shear centre and thus the bending–twist coupling was also strongly modified. A study was made of the influence on the control of stiffnesses exerted by the overall cross-section thickness and the thickness of the adaptive walls. The aim of this paper is to verify the control of the stiffness that is feasible to achieve in a thin-walled box-beam made from a laminate by including an adaptive material with variable stiffness. In this work, a material having a strongly varying Young Modulus under minor temperature changes was included in the cross-section. An analytical model was used to estimate the position of shear centre and the axial, bending, torsional, and shear stiffnesses of the cross-section. Two cross-sections were analysed, one with an adaptive wall and another with two adaptive walls. In both sections, the torsional stiffness could be strongly altered with minor temperature variations. In the section with one adaptive wall, the shear centre and thus the bending–twist coupling was also strongly modified. A study was made of the influence on the control of stiffnesses exerted by the overall cross-section thickness and the thickness of the adaptive walls. C. Analytical modelling Elsevier A. Smart materials Elsevier C. Laminate mechanics Elsevier A. Laminates Elsevier Barbero, E. oth Enthalten in Elsevier Newsletter EPNS September 2013 2013 Amsterdam [u.a.] (DE-627)ELV011781912 volume:80 year:2016 pages:118-126 extent:9 https://doi.org/10.1016/j.compositesa.2015.10.016 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV SSG-OLC-PHA GBV_ILN_11 GBV_ILN_120 GBV_ILN_131 GBV_ILN_2008 GBV_ILN_2018 GBV_ILN_2037 42.00 Biologie: Allgemeines VZ AR 80 2016 118-126 9 045F 660 |
| allfields_unstemmed |
10.1016/j.compositesa.2015.10.016 doi GBVA2016019000027.pica (DE-627)ELV024799432 (ELSEVIER)S1359-835X(15)00362-0 DE-627 ger DE-627 rakwb eng 660 660 DE-600 610 VZ 580 540 VZ BIODIV DE-30 fid 42.00 bkl Rivas, E. verfasserin aut Stiffness control in adaptive thin-walled laminate composite beams 2016transfer abstract 9 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier The aim of this paper is to verify the control of the stiffness that is feasible to achieve in a thin-walled box-beam made from a laminate by including an adaptive material with variable stiffness. In this work, a material having a strongly varying Young Modulus under minor temperature changes was included in the cross-section. An analytical model was used to estimate the position of shear centre and the axial, bending, torsional, and shear stiffnesses of the cross-section. Two cross-sections were analysed, one with an adaptive wall and another with two adaptive walls. In both sections, the torsional stiffness could be strongly altered with minor temperature variations. In the section with one adaptive wall, the shear centre and thus the bending–twist coupling was also strongly modified. A study was made of the influence on the control of stiffnesses exerted by the overall cross-section thickness and the thickness of the adaptive walls. The aim of this paper is to verify the control of the stiffness that is feasible to achieve in a thin-walled box-beam made from a laminate by including an adaptive material with variable stiffness. In this work, a material having a strongly varying Young Modulus under minor temperature changes was included in the cross-section. An analytical model was used to estimate the position of shear centre and the axial, bending, torsional, and shear stiffnesses of the cross-section. Two cross-sections were analysed, one with an adaptive wall and another with two adaptive walls. In both sections, the torsional stiffness could be strongly altered with minor temperature variations. In the section with one adaptive wall, the shear centre and thus the bending–twist coupling was also strongly modified. A study was made of the influence on the control of stiffnesses exerted by the overall cross-section thickness and the thickness of the adaptive walls. C. Analytical modelling Elsevier A. Smart materials Elsevier C. Laminate mechanics Elsevier A. Laminates Elsevier Barbero, E. oth Enthalten in Elsevier Newsletter EPNS September 2013 2013 Amsterdam [u.a.] (DE-627)ELV011781912 volume:80 year:2016 pages:118-126 extent:9 https://doi.org/10.1016/j.compositesa.2015.10.016 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV SSG-OLC-PHA GBV_ILN_11 GBV_ILN_120 GBV_ILN_131 GBV_ILN_2008 GBV_ILN_2018 GBV_ILN_2037 42.00 Biologie: Allgemeines VZ AR 80 2016 118-126 9 045F 660 |
| allfieldsGer |
10.1016/j.compositesa.2015.10.016 doi GBVA2016019000027.pica (DE-627)ELV024799432 (ELSEVIER)S1359-835X(15)00362-0 DE-627 ger DE-627 rakwb eng 660 660 DE-600 610 VZ 580 540 VZ BIODIV DE-30 fid 42.00 bkl Rivas, E. verfasserin aut Stiffness control in adaptive thin-walled laminate composite beams 2016transfer abstract 9 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier The aim of this paper is to verify the control of the stiffness that is feasible to achieve in a thin-walled box-beam made from a laminate by including an adaptive material with variable stiffness. In this work, a material having a strongly varying Young Modulus under minor temperature changes was included in the cross-section. An analytical model was used to estimate the position of shear centre and the axial, bending, torsional, and shear stiffnesses of the cross-section. Two cross-sections were analysed, one with an adaptive wall and another with two adaptive walls. In both sections, the torsional stiffness could be strongly altered with minor temperature variations. In the section with one adaptive wall, the shear centre and thus the bending–twist coupling was also strongly modified. A study was made of the influence on the control of stiffnesses exerted by the overall cross-section thickness and the thickness of the adaptive walls. The aim of this paper is to verify the control of the stiffness that is feasible to achieve in a thin-walled box-beam made from a laminate by including an adaptive material with variable stiffness. In this work, a material having a strongly varying Young Modulus under minor temperature changes was included in the cross-section. An analytical model was used to estimate the position of shear centre and the axial, bending, torsional, and shear stiffnesses of the cross-section. Two cross-sections were analysed, one with an adaptive wall and another with two adaptive walls. In both sections, the torsional stiffness could be strongly altered with minor temperature variations. In the section with one adaptive wall, the shear centre and thus the bending–twist coupling was also strongly modified. A study was made of the influence on the control of stiffnesses exerted by the overall cross-section thickness and the thickness of the adaptive walls. C. Analytical modelling Elsevier A. Smart materials Elsevier C. Laminate mechanics Elsevier A. Laminates Elsevier Barbero, E. oth Enthalten in Elsevier Newsletter EPNS September 2013 2013 Amsterdam [u.a.] (DE-627)ELV011781912 volume:80 year:2016 pages:118-126 extent:9 https://doi.org/10.1016/j.compositesa.2015.10.016 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV SSG-OLC-PHA GBV_ILN_11 GBV_ILN_120 GBV_ILN_131 GBV_ILN_2008 GBV_ILN_2018 GBV_ILN_2037 42.00 Biologie: Allgemeines VZ AR 80 2016 118-126 9 045F 660 |
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10.1016/j.compositesa.2015.10.016 doi GBVA2016019000027.pica (DE-627)ELV024799432 (ELSEVIER)S1359-835X(15)00362-0 DE-627 ger DE-627 rakwb eng 660 660 DE-600 610 VZ 580 540 VZ BIODIV DE-30 fid 42.00 bkl Rivas, E. verfasserin aut Stiffness control in adaptive thin-walled laminate composite beams 2016transfer abstract 9 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier The aim of this paper is to verify the control of the stiffness that is feasible to achieve in a thin-walled box-beam made from a laminate by including an adaptive material with variable stiffness. In this work, a material having a strongly varying Young Modulus under minor temperature changes was included in the cross-section. An analytical model was used to estimate the position of shear centre and the axial, bending, torsional, and shear stiffnesses of the cross-section. Two cross-sections were analysed, one with an adaptive wall and another with two adaptive walls. In both sections, the torsional stiffness could be strongly altered with minor temperature variations. In the section with one adaptive wall, the shear centre and thus the bending–twist coupling was also strongly modified. A study was made of the influence on the control of stiffnesses exerted by the overall cross-section thickness and the thickness of the adaptive walls. The aim of this paper is to verify the control of the stiffness that is feasible to achieve in a thin-walled box-beam made from a laminate by including an adaptive material with variable stiffness. In this work, a material having a strongly varying Young Modulus under minor temperature changes was included in the cross-section. An analytical model was used to estimate the position of shear centre and the axial, bending, torsional, and shear stiffnesses of the cross-section. Two cross-sections were analysed, one with an adaptive wall and another with two adaptive walls. In both sections, the torsional stiffness could be strongly altered with minor temperature variations. In the section with one adaptive wall, the shear centre and thus the bending–twist coupling was also strongly modified. A study was made of the influence on the control of stiffnesses exerted by the overall cross-section thickness and the thickness of the adaptive walls. C. Analytical modelling Elsevier A. Smart materials Elsevier C. Laminate mechanics Elsevier A. Laminates Elsevier Barbero, E. oth Enthalten in Elsevier Newsletter EPNS September 2013 2013 Amsterdam [u.a.] (DE-627)ELV011781912 volume:80 year:2016 pages:118-126 extent:9 https://doi.org/10.1016/j.compositesa.2015.10.016 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV SSG-OLC-PHA GBV_ILN_11 GBV_ILN_120 GBV_ILN_131 GBV_ILN_2008 GBV_ILN_2018 GBV_ILN_2037 42.00 Biologie: Allgemeines VZ AR 80 2016 118-126 9 045F 660 |
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The aim of this paper is to verify the control of the stiffness that is feasible to achieve in a thin-walled box-beam made from a laminate by including an adaptive material with variable stiffness. In this work, a material having a strongly varying Young Modulus under minor temperature changes was included in the cross-section. An analytical model was used to estimate the position of shear centre and the axial, bending, torsional, and shear stiffnesses of the cross-section. Two cross-sections were analysed, one with an adaptive wall and another with two adaptive walls. In both sections, the torsional stiffness could be strongly altered with minor temperature variations. In the section with one adaptive wall, the shear centre and thus the bending–twist coupling was also strongly modified. A study was made of the influence on the control of stiffnesses exerted by the overall cross-section thickness and the thickness of the adaptive walls. |
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The aim of this paper is to verify the control of the stiffness that is feasible to achieve in a thin-walled box-beam made from a laminate by including an adaptive material with variable stiffness. In this work, a material having a strongly varying Young Modulus under minor temperature changes was included in the cross-section. An analytical model was used to estimate the position of shear centre and the axial, bending, torsional, and shear stiffnesses of the cross-section. Two cross-sections were analysed, one with an adaptive wall and another with two adaptive walls. In both sections, the torsional stiffness could be strongly altered with minor temperature variations. In the section with one adaptive wall, the shear centre and thus the bending–twist coupling was also strongly modified. A study was made of the influence on the control of stiffnesses exerted by the overall cross-section thickness and the thickness of the adaptive walls. |
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The aim of this paper is to verify the control of the stiffness that is feasible to achieve in a thin-walled box-beam made from a laminate by including an adaptive material with variable stiffness. In this work, a material having a strongly varying Young Modulus under minor temperature changes was included in the cross-section. An analytical model was used to estimate the position of shear centre and the axial, bending, torsional, and shear stiffnesses of the cross-section. Two cross-sections were analysed, one with an adaptive wall and another with two adaptive walls. In both sections, the torsional stiffness could be strongly altered with minor temperature variations. In the section with one adaptive wall, the shear centre and thus the bending–twist coupling was also strongly modified. A study was made of the influence on the control of stiffnesses exerted by the overall cross-section thickness and the thickness of the adaptive walls. |
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