Transient response characteristics of a bolted flange connection structure with shear pin/cone
Transient response characteristics of a bolted flange connection structure with shear pin/cone under different types of load are studied by a simplified dynamical model with material nonlinearity. It is found that different ratios of the longitudinal vibration frequency to the bending vibration freq...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Lu, Xu [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2017transfer abstract |
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| Schlagwörter: |
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| Umfang: |
18 |
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| Übergeordnetes Werk: |
Enthalten in: Cancer of the uterus and treatment of incontinence (CUTI) - Robison, K.M. ELSEVIER, 2015, London |
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| Übergeordnetes Werk: |
volume:395 ; year:2017 ; day:12 ; month:05 ; pages:240-257 ; extent:18 |
| Links: |
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| DOI / URN: |
10.1016/j.jsv.2017.02.029 |
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ELV036135976 |
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| 245 | 1 | 0 | |a Transient response characteristics of a bolted flange connection structure with shear pin/cone |
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| 520 | |a Transient response characteristics of a bolted flange connection structure with shear pin/cone under different types of load are studied by a simplified dynamical model with material nonlinearity. It is found that different ratios of the longitudinal vibration frequency to the bending vibration frequency lead to superharmonic response or sub-harmonic response. The computational results indicate that the classical linear model is inadequate for studying the transient response of the bolted flange connection structure when the ratio of the longitudinal vibration frequency to the bending vibration frequency is around 2:1. Moreover, to reveal the effect of inclination angle of shear pin, a contour map of the transient response of the connection structure is illustrated over an angle range from 0° to 40°. It is found that the inclined shear pin redirects a part of transversal loads to longitudinal force. | ||
| 520 | |a Transient response characteristics of a bolted flange connection structure with shear pin/cone under different types of load are studied by a simplified dynamical model with material nonlinearity. It is found that different ratios of the longitudinal vibration frequency to the bending vibration frequency lead to superharmonic response or sub-harmonic response. The computational results indicate that the classical linear model is inadequate for studying the transient response of the bolted flange connection structure when the ratio of the longitudinal vibration frequency to the bending vibration frequency is around 2:1. Moreover, to reveal the effect of inclination angle of shear pin, a contour map of the transient response of the connection structure is illustrated over an angle range from 0° to 40°. It is found that the inclined shear pin redirects a part of transversal loads to longitudinal force. | ||
| 650 | 7 | |a Transient response |2 Elsevier | |
| 650 | 7 | |a Shear pin/cone |2 Elsevier | |
| 650 | 7 | |a Bolted flange connection |2 Elsevier | |
| 650 | 7 | |a Shock vibration |2 Elsevier | |
| 650 | 7 | |a Nonlinearity |2 Elsevier | |
| 650 | 7 | |a Coupling vibration |2 Elsevier | |
| 700 | 1 | |a Zeng, Yan |4 oth | |
| 700 | 1 | |a Chen, Yan |4 oth | |
| 700 | 1 | |a Xie, Xuefeng |4 oth | |
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10.1016/j.jsv.2017.02.029 doi GBVA2017020000002.pica (DE-627)ELV036135976 (ELSEVIER)S0022-460X(17)30123-2 DE-627 ger DE-627 rakwb eng 530 530 DE-600 610 VZ 610 VZ 44.11 bkl Lu, Xu verfasserin aut Transient response characteristics of a bolted flange connection structure with shear pin/cone 2017transfer abstract 18 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Transient response characteristics of a bolted flange connection structure with shear pin/cone under different types of load are studied by a simplified dynamical model with material nonlinearity. It is found that different ratios of the longitudinal vibration frequency to the bending vibration frequency lead to superharmonic response or sub-harmonic response. The computational results indicate that the classical linear model is inadequate for studying the transient response of the bolted flange connection structure when the ratio of the longitudinal vibration frequency to the bending vibration frequency is around 2:1. Moreover, to reveal the effect of inclination angle of shear pin, a contour map of the transient response of the connection structure is illustrated over an angle range from 0° to 40°. It is found that the inclined shear pin redirects a part of transversal loads to longitudinal force. Transient response characteristics of a bolted flange connection structure with shear pin/cone under different types of load are studied by a simplified dynamical model with material nonlinearity. It is found that different ratios of the longitudinal vibration frequency to the bending vibration frequency lead to superharmonic response or sub-harmonic response. The computational results indicate that the classical linear model is inadequate for studying the transient response of the bolted flange connection structure when the ratio of the longitudinal vibration frequency to the bending vibration frequency is around 2:1. Moreover, to reveal the effect of inclination angle of shear pin, a contour map of the transient response of the connection structure is illustrated over an angle range from 0° to 40°. It is found that the inclined shear pin redirects a part of transversal loads to longitudinal force. Transient response Elsevier Shear pin/cone Elsevier Bolted flange connection Elsevier Shock vibration Elsevier Nonlinearity Elsevier Coupling vibration Elsevier Zeng, Yan oth Chen, Yan oth Xie, Xuefeng oth Guan, Zhenqun oth Enthalten in Academic Press Robison, K.M. ELSEVIER Cancer of the uterus and treatment of incontinence (CUTI) 2015 London (DE-627)ELV012704822 volume:395 year:2017 day:12 month:05 pages:240-257 extent:18 https://doi.org/10.1016/j.jsv.2017.02.029 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA GBV_ILN_20 GBV_ILN_30 GBV_ILN_40 44.11 Präventivmedizin VZ AR 395 2017 12 0512 240-257 18 045F 530 |
| spelling |
10.1016/j.jsv.2017.02.029 doi GBVA2017020000002.pica (DE-627)ELV036135976 (ELSEVIER)S0022-460X(17)30123-2 DE-627 ger DE-627 rakwb eng 530 530 DE-600 610 VZ 610 VZ 44.11 bkl Lu, Xu verfasserin aut Transient response characteristics of a bolted flange connection structure with shear pin/cone 2017transfer abstract 18 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Transient response characteristics of a bolted flange connection structure with shear pin/cone under different types of load are studied by a simplified dynamical model with material nonlinearity. It is found that different ratios of the longitudinal vibration frequency to the bending vibration frequency lead to superharmonic response or sub-harmonic response. The computational results indicate that the classical linear model is inadequate for studying the transient response of the bolted flange connection structure when the ratio of the longitudinal vibration frequency to the bending vibration frequency is around 2:1. Moreover, to reveal the effect of inclination angle of shear pin, a contour map of the transient response of the connection structure is illustrated over an angle range from 0° to 40°. It is found that the inclined shear pin redirects a part of transversal loads to longitudinal force. Transient response characteristics of a bolted flange connection structure with shear pin/cone under different types of load are studied by a simplified dynamical model with material nonlinearity. It is found that different ratios of the longitudinal vibration frequency to the bending vibration frequency lead to superharmonic response or sub-harmonic response. The computational results indicate that the classical linear model is inadequate for studying the transient response of the bolted flange connection structure when the ratio of the longitudinal vibration frequency to the bending vibration frequency is around 2:1. Moreover, to reveal the effect of inclination angle of shear pin, a contour map of the transient response of the connection structure is illustrated over an angle range from 0° to 40°. It is found that the inclined shear pin redirects a part of transversal loads to longitudinal force. Transient response Elsevier Shear pin/cone Elsevier Bolted flange connection Elsevier Shock vibration Elsevier Nonlinearity Elsevier Coupling vibration Elsevier Zeng, Yan oth Chen, Yan oth Xie, Xuefeng oth Guan, Zhenqun oth Enthalten in Academic Press Robison, K.M. ELSEVIER Cancer of the uterus and treatment of incontinence (CUTI) 2015 London (DE-627)ELV012704822 volume:395 year:2017 day:12 month:05 pages:240-257 extent:18 https://doi.org/10.1016/j.jsv.2017.02.029 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA GBV_ILN_20 GBV_ILN_30 GBV_ILN_40 44.11 Präventivmedizin VZ AR 395 2017 12 0512 240-257 18 045F 530 |
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10.1016/j.jsv.2017.02.029 doi GBVA2017020000002.pica (DE-627)ELV036135976 (ELSEVIER)S0022-460X(17)30123-2 DE-627 ger DE-627 rakwb eng 530 530 DE-600 610 VZ 610 VZ 44.11 bkl Lu, Xu verfasserin aut Transient response characteristics of a bolted flange connection structure with shear pin/cone 2017transfer abstract 18 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Transient response characteristics of a bolted flange connection structure with shear pin/cone under different types of load are studied by a simplified dynamical model with material nonlinearity. It is found that different ratios of the longitudinal vibration frequency to the bending vibration frequency lead to superharmonic response or sub-harmonic response. The computational results indicate that the classical linear model is inadequate for studying the transient response of the bolted flange connection structure when the ratio of the longitudinal vibration frequency to the bending vibration frequency is around 2:1. Moreover, to reveal the effect of inclination angle of shear pin, a contour map of the transient response of the connection structure is illustrated over an angle range from 0° to 40°. It is found that the inclined shear pin redirects a part of transversal loads to longitudinal force. Transient response characteristics of a bolted flange connection structure with shear pin/cone under different types of load are studied by a simplified dynamical model with material nonlinearity. It is found that different ratios of the longitudinal vibration frequency to the bending vibration frequency lead to superharmonic response or sub-harmonic response. The computational results indicate that the classical linear model is inadequate for studying the transient response of the bolted flange connection structure when the ratio of the longitudinal vibration frequency to the bending vibration frequency is around 2:1. Moreover, to reveal the effect of inclination angle of shear pin, a contour map of the transient response of the connection structure is illustrated over an angle range from 0° to 40°. It is found that the inclined shear pin redirects a part of transversal loads to longitudinal force. Transient response Elsevier Shear pin/cone Elsevier Bolted flange connection Elsevier Shock vibration Elsevier Nonlinearity Elsevier Coupling vibration Elsevier Zeng, Yan oth Chen, Yan oth Xie, Xuefeng oth Guan, Zhenqun oth Enthalten in Academic Press Robison, K.M. ELSEVIER Cancer of the uterus and treatment of incontinence (CUTI) 2015 London (DE-627)ELV012704822 volume:395 year:2017 day:12 month:05 pages:240-257 extent:18 https://doi.org/10.1016/j.jsv.2017.02.029 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA GBV_ILN_20 GBV_ILN_30 GBV_ILN_40 44.11 Präventivmedizin VZ AR 395 2017 12 0512 240-257 18 045F 530 |
| allfieldsGer |
10.1016/j.jsv.2017.02.029 doi GBVA2017020000002.pica (DE-627)ELV036135976 (ELSEVIER)S0022-460X(17)30123-2 DE-627 ger DE-627 rakwb eng 530 530 DE-600 610 VZ 610 VZ 44.11 bkl Lu, Xu verfasserin aut Transient response characteristics of a bolted flange connection structure with shear pin/cone 2017transfer abstract 18 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Transient response characteristics of a bolted flange connection structure with shear pin/cone under different types of load are studied by a simplified dynamical model with material nonlinearity. It is found that different ratios of the longitudinal vibration frequency to the bending vibration frequency lead to superharmonic response or sub-harmonic response. The computational results indicate that the classical linear model is inadequate for studying the transient response of the bolted flange connection structure when the ratio of the longitudinal vibration frequency to the bending vibration frequency is around 2:1. Moreover, to reveal the effect of inclination angle of shear pin, a contour map of the transient response of the connection structure is illustrated over an angle range from 0° to 40°. It is found that the inclined shear pin redirects a part of transversal loads to longitudinal force. Transient response characteristics of a bolted flange connection structure with shear pin/cone under different types of load are studied by a simplified dynamical model with material nonlinearity. It is found that different ratios of the longitudinal vibration frequency to the bending vibration frequency lead to superharmonic response or sub-harmonic response. The computational results indicate that the classical linear model is inadequate for studying the transient response of the bolted flange connection structure when the ratio of the longitudinal vibration frequency to the bending vibration frequency is around 2:1. Moreover, to reveal the effect of inclination angle of shear pin, a contour map of the transient response of the connection structure is illustrated over an angle range from 0° to 40°. It is found that the inclined shear pin redirects a part of transversal loads to longitudinal force. Transient response Elsevier Shear pin/cone Elsevier Bolted flange connection Elsevier Shock vibration Elsevier Nonlinearity Elsevier Coupling vibration Elsevier Zeng, Yan oth Chen, Yan oth Xie, Xuefeng oth Guan, Zhenqun oth Enthalten in Academic Press Robison, K.M. ELSEVIER Cancer of the uterus and treatment of incontinence (CUTI) 2015 London (DE-627)ELV012704822 volume:395 year:2017 day:12 month:05 pages:240-257 extent:18 https://doi.org/10.1016/j.jsv.2017.02.029 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA GBV_ILN_20 GBV_ILN_30 GBV_ILN_40 44.11 Präventivmedizin VZ AR 395 2017 12 0512 240-257 18 045F 530 |
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10.1016/j.jsv.2017.02.029 doi GBVA2017020000002.pica (DE-627)ELV036135976 (ELSEVIER)S0022-460X(17)30123-2 DE-627 ger DE-627 rakwb eng 530 530 DE-600 610 VZ 610 VZ 44.11 bkl Lu, Xu verfasserin aut Transient response characteristics of a bolted flange connection structure with shear pin/cone 2017transfer abstract 18 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Transient response characteristics of a bolted flange connection structure with shear pin/cone under different types of load are studied by a simplified dynamical model with material nonlinearity. It is found that different ratios of the longitudinal vibration frequency to the bending vibration frequency lead to superharmonic response or sub-harmonic response. The computational results indicate that the classical linear model is inadequate for studying the transient response of the bolted flange connection structure when the ratio of the longitudinal vibration frequency to the bending vibration frequency is around 2:1. Moreover, to reveal the effect of inclination angle of shear pin, a contour map of the transient response of the connection structure is illustrated over an angle range from 0° to 40°. It is found that the inclined shear pin redirects a part of transversal loads to longitudinal force. Transient response characteristics of a bolted flange connection structure with shear pin/cone under different types of load are studied by a simplified dynamical model with material nonlinearity. It is found that different ratios of the longitudinal vibration frequency to the bending vibration frequency lead to superharmonic response or sub-harmonic response. The computational results indicate that the classical linear model is inadequate for studying the transient response of the bolted flange connection structure when the ratio of the longitudinal vibration frequency to the bending vibration frequency is around 2:1. Moreover, to reveal the effect of inclination angle of shear pin, a contour map of the transient response of the connection structure is illustrated over an angle range from 0° to 40°. It is found that the inclined shear pin redirects a part of transversal loads to longitudinal force. Transient response Elsevier Shear pin/cone Elsevier Bolted flange connection Elsevier Shock vibration Elsevier Nonlinearity Elsevier Coupling vibration Elsevier Zeng, Yan oth Chen, Yan oth Xie, Xuefeng oth Guan, Zhenqun oth Enthalten in Academic Press Robison, K.M. ELSEVIER Cancer of the uterus and treatment of incontinence (CUTI) 2015 London (DE-627)ELV012704822 volume:395 year:2017 day:12 month:05 pages:240-257 extent:18 https://doi.org/10.1016/j.jsv.2017.02.029 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA GBV_ILN_20 GBV_ILN_30 GBV_ILN_40 44.11 Präventivmedizin VZ AR 395 2017 12 0512 240-257 18 045F 530 |
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Enthalten in Cancer of the uterus and treatment of incontinence (CUTI) London volume:395 year:2017 day:12 month:05 pages:240-257 extent:18 |
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Enthalten in Cancer of the uterus and treatment of incontinence (CUTI) London volume:395 year:2017 day:12 month:05 pages:240-257 extent:18 |
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Transient response Shear pin/cone Bolted flange connection Shock vibration Nonlinearity Coupling vibration |
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Cancer of the uterus and treatment of incontinence (CUTI) |
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Lu, Xu |
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Cancer of the uterus and treatment of incontinence (CUTI) |
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transient response characteristics of a bolted flange connection structure with shear pin/cone |
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Transient response characteristics of a bolted flange connection structure with shear pin/cone |
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Transient response characteristics of a bolted flange connection structure with shear pin/cone under different types of load are studied by a simplified dynamical model with material nonlinearity. It is found that different ratios of the longitudinal vibration frequency to the bending vibration frequency lead to superharmonic response or sub-harmonic response. The computational results indicate that the classical linear model is inadequate for studying the transient response of the bolted flange connection structure when the ratio of the longitudinal vibration frequency to the bending vibration frequency is around 2:1. Moreover, to reveal the effect of inclination angle of shear pin, a contour map of the transient response of the connection structure is illustrated over an angle range from 0° to 40°. It is found that the inclined shear pin redirects a part of transversal loads to longitudinal force. |
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Transient response characteristics of a bolted flange connection structure with shear pin/cone under different types of load are studied by a simplified dynamical model with material nonlinearity. It is found that different ratios of the longitudinal vibration frequency to the bending vibration frequency lead to superharmonic response or sub-harmonic response. The computational results indicate that the classical linear model is inadequate for studying the transient response of the bolted flange connection structure when the ratio of the longitudinal vibration frequency to the bending vibration frequency is around 2:1. Moreover, to reveal the effect of inclination angle of shear pin, a contour map of the transient response of the connection structure is illustrated over an angle range from 0° to 40°. It is found that the inclined shear pin redirects a part of transversal loads to longitudinal force. |
| abstract_unstemmed |
Transient response characteristics of a bolted flange connection structure with shear pin/cone under different types of load are studied by a simplified dynamical model with material nonlinearity. It is found that different ratios of the longitudinal vibration frequency to the bending vibration frequency lead to superharmonic response or sub-harmonic response. The computational results indicate that the classical linear model is inadequate for studying the transient response of the bolted flange connection structure when the ratio of the longitudinal vibration frequency to the bending vibration frequency is around 2:1. Moreover, to reveal the effect of inclination angle of shear pin, a contour map of the transient response of the connection structure is illustrated over an angle range from 0° to 40°. It is found that the inclined shear pin redirects a part of transversal loads to longitudinal force. |
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Transient response characteristics of a bolted flange connection structure with shear pin/cone |
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