Test analysis on prestressed concrete composite beams with steel boxes subjected to torsion and combined flexure and torsion
Abstract While modern prestressed techniques have improved the torsion properties of high-strength concrete (HSC) composite beams with prestressed steel (PS) boxes, no research has been reported in either the national or international literature on the anti-torque and composite torque properties of...
Ausführliche Beschreibung
Autor*in: |
Hu, ShaoWei [verfasserIn] Chen, Liang [verfasserIn] |
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E-Artikel |
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Sprache: |
Englisch |
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2012 |
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Übergeordnetes Werk: |
Enthalten in: Science in China - Heidelberg : Springer, 1997, 55(2012), 12 vom: 07. Sept., Seite 3302-3310 |
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Übergeordnetes Werk: |
volume:55 ; year:2012 ; number:12 ; day:07 ; month:09 ; pages:3302-3310 |
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DOI / URN: |
10.1007/s11431-012-5030-3 |
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Katalog-ID: |
SPR019273991 |
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520 | |a Abstract While modern prestressed techniques have improved the torsion properties of high-strength concrete (HSC) composite beams with prestressed steel (PS) boxes, no research has been reported in either the national or international literature on the anti-torque and composite torque properties of this type of beam. With the aim of understanding the torque properties of these beams, this paper presents results of ten comprehensive tests; three of these were based on stirrup spacings and prestressing levels as the main parameters, while the other seven were based on torsional rates. The torsion tests were conducted on the results which established several key parameters, including curves of constant torsion, strain curves of steel torsion, strain distribution of steel beams and concrete, curves of bending-moment and mid-span deflection, as well as cross strain distribution. The prestressing impact-factor method was adopted to deduce semiempirical equations for cracking torque in such composite beams. Furthermore, this involves the use of the equation of ultimate torque based on truss-model-theory of the distortion angle, the calculated results show good agreement with the measured values. In summary, this paper offers theoretical analysis for future applications of HSC composite beams with PS boxes, and provides both validation of the methods employed and a reference point for on-going research on composite beams and related anti-torque studies. | ||
650 | 4 | |a high-strength concrete composite beams |7 (dpeaa)DE-He213 | |
650 | 4 | |a prestressed steel boxes |7 (dpeaa)DE-He213 | |
650 | 4 | |a torsion property |7 (dpeaa)DE-He213 | |
650 | 4 | |a cracking torque |7 (dpeaa)DE-He213 | |
650 | 4 | |a ultimate torque |7 (dpeaa)DE-He213 | |
650 | 4 | |a combined torsion |7 (dpeaa)DE-He213 | |
650 | 4 | |a torsion-bending correlation equation |7 (dpeaa)DE-He213 | |
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10.1007/s11431-012-5030-3 doi (DE-627)SPR019273991 (SPR)s11431-012-5030-3-e DE-627 ger DE-627 rakwb eng 600 ASE 600 ASE 50.00 bkl Hu, ShaoWei verfasserin aut Test analysis on prestressed concrete composite beams with steel boxes subjected to torsion and combined flexure and torsion 2012 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract While modern prestressed techniques have improved the torsion properties of high-strength concrete (HSC) composite beams with prestressed steel (PS) boxes, no research has been reported in either the national or international literature on the anti-torque and composite torque properties of this type of beam. With the aim of understanding the torque properties of these beams, this paper presents results of ten comprehensive tests; three of these were based on stirrup spacings and prestressing levels as the main parameters, while the other seven were based on torsional rates. The torsion tests were conducted on the results which established several key parameters, including curves of constant torsion, strain curves of steel torsion, strain distribution of steel beams and concrete, curves of bending-moment and mid-span deflection, as well as cross strain distribution. The prestressing impact-factor method was adopted to deduce semiempirical equations for cracking torque in such composite beams. Furthermore, this involves the use of the equation of ultimate torque based on truss-model-theory of the distortion angle, the calculated results show good agreement with the measured values. In summary, this paper offers theoretical analysis for future applications of HSC composite beams with PS boxes, and provides both validation of the methods employed and a reference point for on-going research on composite beams and related anti-torque studies. high-strength concrete composite beams (dpeaa)DE-He213 prestressed steel boxes (dpeaa)DE-He213 torsion property (dpeaa)DE-He213 cracking torque (dpeaa)DE-He213 ultimate torque (dpeaa)DE-He213 combined torsion (dpeaa)DE-He213 torsion-bending correlation equation (dpeaa)DE-He213 Chen, Liang verfasserin aut Enthalten in Science in China Heidelberg : Springer, 1997 55(2012), 12 vom: 07. Sept., Seite 3302-3310 (DE-627)385614756 (DE-600)2142897-9 1862-281X nnns volume:55 year:2012 number:12 day:07 month:09 pages:3302-3310 https://dx.doi.org/10.1007/s11431-012-5030-3 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_152 GBV_ILN_161 GBV_ILN_171 GBV_ILN_187 GBV_ILN_224 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 50.00 ASE AR 55 2012 12 07 09 3302-3310 |
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10.1007/s11431-012-5030-3 doi (DE-627)SPR019273991 (SPR)s11431-012-5030-3-e DE-627 ger DE-627 rakwb eng 600 ASE 600 ASE 50.00 bkl Hu, ShaoWei verfasserin aut Test analysis on prestressed concrete composite beams with steel boxes subjected to torsion and combined flexure and torsion 2012 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract While modern prestressed techniques have improved the torsion properties of high-strength concrete (HSC) composite beams with prestressed steel (PS) boxes, no research has been reported in either the national or international literature on the anti-torque and composite torque properties of this type of beam. With the aim of understanding the torque properties of these beams, this paper presents results of ten comprehensive tests; three of these were based on stirrup spacings and prestressing levels as the main parameters, while the other seven were based on torsional rates. The torsion tests were conducted on the results which established several key parameters, including curves of constant torsion, strain curves of steel torsion, strain distribution of steel beams and concrete, curves of bending-moment and mid-span deflection, as well as cross strain distribution. The prestressing impact-factor method was adopted to deduce semiempirical equations for cracking torque in such composite beams. Furthermore, this involves the use of the equation of ultimate torque based on truss-model-theory of the distortion angle, the calculated results show good agreement with the measured values. In summary, this paper offers theoretical analysis for future applications of HSC composite beams with PS boxes, and provides both validation of the methods employed and a reference point for on-going research on composite beams and related anti-torque studies. high-strength concrete composite beams (dpeaa)DE-He213 prestressed steel boxes (dpeaa)DE-He213 torsion property (dpeaa)DE-He213 cracking torque (dpeaa)DE-He213 ultimate torque (dpeaa)DE-He213 combined torsion (dpeaa)DE-He213 torsion-bending correlation equation (dpeaa)DE-He213 Chen, Liang verfasserin aut Enthalten in Science in China Heidelberg : Springer, 1997 55(2012), 12 vom: 07. Sept., Seite 3302-3310 (DE-627)385614756 (DE-600)2142897-9 1862-281X nnns volume:55 year:2012 number:12 day:07 month:09 pages:3302-3310 https://dx.doi.org/10.1007/s11431-012-5030-3 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_152 GBV_ILN_161 GBV_ILN_171 GBV_ILN_187 GBV_ILN_224 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 50.00 ASE AR 55 2012 12 07 09 3302-3310 |
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10.1007/s11431-012-5030-3 doi (DE-627)SPR019273991 (SPR)s11431-012-5030-3-e DE-627 ger DE-627 rakwb eng 600 ASE 600 ASE 50.00 bkl Hu, ShaoWei verfasserin aut Test analysis on prestressed concrete composite beams with steel boxes subjected to torsion and combined flexure and torsion 2012 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract While modern prestressed techniques have improved the torsion properties of high-strength concrete (HSC) composite beams with prestressed steel (PS) boxes, no research has been reported in either the national or international literature on the anti-torque and composite torque properties of this type of beam. With the aim of understanding the torque properties of these beams, this paper presents results of ten comprehensive tests; three of these were based on stirrup spacings and prestressing levels as the main parameters, while the other seven were based on torsional rates. The torsion tests were conducted on the results which established several key parameters, including curves of constant torsion, strain curves of steel torsion, strain distribution of steel beams and concrete, curves of bending-moment and mid-span deflection, as well as cross strain distribution. The prestressing impact-factor method was adopted to deduce semiempirical equations for cracking torque in such composite beams. Furthermore, this involves the use of the equation of ultimate torque based on truss-model-theory of the distortion angle, the calculated results show good agreement with the measured values. In summary, this paper offers theoretical analysis for future applications of HSC composite beams with PS boxes, and provides both validation of the methods employed and a reference point for on-going research on composite beams and related anti-torque studies. high-strength concrete composite beams (dpeaa)DE-He213 prestressed steel boxes (dpeaa)DE-He213 torsion property (dpeaa)DE-He213 cracking torque (dpeaa)DE-He213 ultimate torque (dpeaa)DE-He213 combined torsion (dpeaa)DE-He213 torsion-bending correlation equation (dpeaa)DE-He213 Chen, Liang verfasserin aut Enthalten in Science in China Heidelberg : Springer, 1997 55(2012), 12 vom: 07. Sept., Seite 3302-3310 (DE-627)385614756 (DE-600)2142897-9 1862-281X nnns volume:55 year:2012 number:12 day:07 month:09 pages:3302-3310 https://dx.doi.org/10.1007/s11431-012-5030-3 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_152 GBV_ILN_161 GBV_ILN_171 GBV_ILN_187 GBV_ILN_224 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 50.00 ASE AR 55 2012 12 07 09 3302-3310 |
allfieldsGer |
10.1007/s11431-012-5030-3 doi (DE-627)SPR019273991 (SPR)s11431-012-5030-3-e DE-627 ger DE-627 rakwb eng 600 ASE 600 ASE 50.00 bkl Hu, ShaoWei verfasserin aut Test analysis on prestressed concrete composite beams with steel boxes subjected to torsion and combined flexure and torsion 2012 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract While modern prestressed techniques have improved the torsion properties of high-strength concrete (HSC) composite beams with prestressed steel (PS) boxes, no research has been reported in either the national or international literature on the anti-torque and composite torque properties of this type of beam. With the aim of understanding the torque properties of these beams, this paper presents results of ten comprehensive tests; three of these were based on stirrup spacings and prestressing levels as the main parameters, while the other seven were based on torsional rates. The torsion tests were conducted on the results which established several key parameters, including curves of constant torsion, strain curves of steel torsion, strain distribution of steel beams and concrete, curves of bending-moment and mid-span deflection, as well as cross strain distribution. The prestressing impact-factor method was adopted to deduce semiempirical equations for cracking torque in such composite beams. Furthermore, this involves the use of the equation of ultimate torque based on truss-model-theory of the distortion angle, the calculated results show good agreement with the measured values. In summary, this paper offers theoretical analysis for future applications of HSC composite beams with PS boxes, and provides both validation of the methods employed and a reference point for on-going research on composite beams and related anti-torque studies. high-strength concrete composite beams (dpeaa)DE-He213 prestressed steel boxes (dpeaa)DE-He213 torsion property (dpeaa)DE-He213 cracking torque (dpeaa)DE-He213 ultimate torque (dpeaa)DE-He213 combined torsion (dpeaa)DE-He213 torsion-bending correlation equation (dpeaa)DE-He213 Chen, Liang verfasserin aut Enthalten in Science in China Heidelberg : Springer, 1997 55(2012), 12 vom: 07. Sept., Seite 3302-3310 (DE-627)385614756 (DE-600)2142897-9 1862-281X nnns volume:55 year:2012 number:12 day:07 month:09 pages:3302-3310 https://dx.doi.org/10.1007/s11431-012-5030-3 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_152 GBV_ILN_161 GBV_ILN_171 GBV_ILN_187 GBV_ILN_224 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 50.00 ASE AR 55 2012 12 07 09 3302-3310 |
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10.1007/s11431-012-5030-3 doi (DE-627)SPR019273991 (SPR)s11431-012-5030-3-e DE-627 ger DE-627 rakwb eng 600 ASE 600 ASE 50.00 bkl Hu, ShaoWei verfasserin aut Test analysis on prestressed concrete composite beams with steel boxes subjected to torsion and combined flexure and torsion 2012 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract While modern prestressed techniques have improved the torsion properties of high-strength concrete (HSC) composite beams with prestressed steel (PS) boxes, no research has been reported in either the national or international literature on the anti-torque and composite torque properties of this type of beam. With the aim of understanding the torque properties of these beams, this paper presents results of ten comprehensive tests; three of these were based on stirrup spacings and prestressing levels as the main parameters, while the other seven were based on torsional rates. The torsion tests were conducted on the results which established several key parameters, including curves of constant torsion, strain curves of steel torsion, strain distribution of steel beams and concrete, curves of bending-moment and mid-span deflection, as well as cross strain distribution. The prestressing impact-factor method was adopted to deduce semiempirical equations for cracking torque in such composite beams. Furthermore, this involves the use of the equation of ultimate torque based on truss-model-theory of the distortion angle, the calculated results show good agreement with the measured values. In summary, this paper offers theoretical analysis for future applications of HSC composite beams with PS boxes, and provides both validation of the methods employed and a reference point for on-going research on composite beams and related anti-torque studies. high-strength concrete composite beams (dpeaa)DE-He213 prestressed steel boxes (dpeaa)DE-He213 torsion property (dpeaa)DE-He213 cracking torque (dpeaa)DE-He213 ultimate torque (dpeaa)DE-He213 combined torsion (dpeaa)DE-He213 torsion-bending correlation equation (dpeaa)DE-He213 Chen, Liang verfasserin aut Enthalten in Science in China Heidelberg : Springer, 1997 55(2012), 12 vom: 07. Sept., Seite 3302-3310 (DE-627)385614756 (DE-600)2142897-9 1862-281X nnns volume:55 year:2012 number:12 day:07 month:09 pages:3302-3310 https://dx.doi.org/10.1007/s11431-012-5030-3 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_152 GBV_ILN_161 GBV_ILN_171 GBV_ILN_187 GBV_ILN_224 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 50.00 ASE AR 55 2012 12 07 09 3302-3310 |
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With the aim of understanding the torque properties of these beams, this paper presents results of ten comprehensive tests; three of these were based on stirrup spacings and prestressing levels as the main parameters, while the other seven were based on torsional rates. The torsion tests were conducted on the results which established several key parameters, including curves of constant torsion, strain curves of steel torsion, strain distribution of steel beams and concrete, curves of bending-moment and mid-span deflection, as well as cross strain distribution. The prestressing impact-factor method was adopted to deduce semiempirical equations for cracking torque in such composite beams. Furthermore, this involves the use of the equation of ultimate torque based on truss-model-theory of the distortion angle, the calculated results show good agreement with the measured values. 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Hu, ShaoWei |
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Hu, ShaoWei ddc 600 bkl 50.00 misc high-strength concrete composite beams misc prestressed steel boxes misc torsion property misc cracking torque misc ultimate torque misc combined torsion misc torsion-bending correlation equation Test analysis on prestressed concrete composite beams with steel boxes subjected to torsion and combined flexure and torsion |
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600 ASE 50.00 bkl Test analysis on prestressed concrete composite beams with steel boxes subjected to torsion and combined flexure and torsion high-strength concrete composite beams (dpeaa)DE-He213 prestressed steel boxes (dpeaa)DE-He213 torsion property (dpeaa)DE-He213 cracking torque (dpeaa)DE-He213 ultimate torque (dpeaa)DE-He213 combined torsion (dpeaa)DE-He213 torsion-bending correlation equation (dpeaa)DE-He213 |
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test analysis on prestressed concrete composite beams with steel boxes subjected to torsion and combined flexure and torsion |
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Test analysis on prestressed concrete composite beams with steel boxes subjected to torsion and combined flexure and torsion |
abstract |
Abstract While modern prestressed techniques have improved the torsion properties of high-strength concrete (HSC) composite beams with prestressed steel (PS) boxes, no research has been reported in either the national or international literature on the anti-torque and composite torque properties of this type of beam. With the aim of understanding the torque properties of these beams, this paper presents results of ten comprehensive tests; three of these were based on stirrup spacings and prestressing levels as the main parameters, while the other seven were based on torsional rates. The torsion tests were conducted on the results which established several key parameters, including curves of constant torsion, strain curves of steel torsion, strain distribution of steel beams and concrete, curves of bending-moment and mid-span deflection, as well as cross strain distribution. The prestressing impact-factor method was adopted to deduce semiempirical equations for cracking torque in such composite beams. Furthermore, this involves the use of the equation of ultimate torque based on truss-model-theory of the distortion angle, the calculated results show good agreement with the measured values. In summary, this paper offers theoretical analysis for future applications of HSC composite beams with PS boxes, and provides both validation of the methods employed and a reference point for on-going research on composite beams and related anti-torque studies. |
abstractGer |
Abstract While modern prestressed techniques have improved the torsion properties of high-strength concrete (HSC) composite beams with prestressed steel (PS) boxes, no research has been reported in either the national or international literature on the anti-torque and composite torque properties of this type of beam. With the aim of understanding the torque properties of these beams, this paper presents results of ten comprehensive tests; three of these were based on stirrup spacings and prestressing levels as the main parameters, while the other seven were based on torsional rates. The torsion tests were conducted on the results which established several key parameters, including curves of constant torsion, strain curves of steel torsion, strain distribution of steel beams and concrete, curves of bending-moment and mid-span deflection, as well as cross strain distribution. The prestressing impact-factor method was adopted to deduce semiempirical equations for cracking torque in such composite beams. Furthermore, this involves the use of the equation of ultimate torque based on truss-model-theory of the distortion angle, the calculated results show good agreement with the measured values. In summary, this paper offers theoretical analysis for future applications of HSC composite beams with PS boxes, and provides both validation of the methods employed and a reference point for on-going research on composite beams and related anti-torque studies. |
abstract_unstemmed |
Abstract While modern prestressed techniques have improved the torsion properties of high-strength concrete (HSC) composite beams with prestressed steel (PS) boxes, no research has been reported in either the national or international literature on the anti-torque and composite torque properties of this type of beam. With the aim of understanding the torque properties of these beams, this paper presents results of ten comprehensive tests; three of these were based on stirrup spacings and prestressing levels as the main parameters, while the other seven were based on torsional rates. The torsion tests were conducted on the results which established several key parameters, including curves of constant torsion, strain curves of steel torsion, strain distribution of steel beams and concrete, curves of bending-moment and mid-span deflection, as well as cross strain distribution. The prestressing impact-factor method was adopted to deduce semiempirical equations for cracking torque in such composite beams. Furthermore, this involves the use of the equation of ultimate torque based on truss-model-theory of the distortion angle, the calculated results show good agreement with the measured values. In summary, this paper offers theoretical analysis for future applications of HSC composite beams with PS boxes, and provides both validation of the methods employed and a reference point for on-going research on composite beams and related anti-torque studies. |
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Test analysis on prestressed concrete composite beams with steel boxes subjected to torsion and combined flexure and torsion |
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With the aim of understanding the torque properties of these beams, this paper presents results of ten comprehensive tests; three of these were based on stirrup spacings and prestressing levels as the main parameters, while the other seven were based on torsional rates. The torsion tests were conducted on the results which established several key parameters, including curves of constant torsion, strain curves of steel torsion, strain distribution of steel beams and concrete, curves of bending-moment and mid-span deflection, as well as cross strain distribution. The prestressing impact-factor method was adopted to deduce semiempirical equations for cracking torque in such composite beams. Furthermore, this involves the use of the equation of ultimate torque based on truss-model-theory of the distortion angle, the calculated results show good agreement with the measured values. 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