Dynamic Responses of Supported Beams with Intermediate Supports Under Moving Loads
In this paper, a new beam shape function configuration method for determining transient responses of a finite Euler-Bernoulli beam with two intermediate supports excited by moving pressure wave loads is developed. To clarify this method, this beam structure is excited by the moving sinusoidal loads...
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| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Wiley
2012-01-01
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| Series: | Shock and Vibration |
| Online Access: | http://dx.doi.org/10.3233/SAV-2012-0682 |
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| _version_ | 1832552689795334144 |
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| author | Biaobiao Zhang Steve Shepard |
| author_facet | Biaobiao Zhang Steve Shepard |
| author_sort | Biaobiao Zhang |
| collection | DOAJ |
| description | In this paper, a new beam shape function configuration method for determining transient responses of a finite Euler-Bernoulli beam with two intermediate supports excited by moving pressure wave loads is developed. To clarify this method, this beam structure is excited by the moving sinusoidal loads as an example. Transient responses of this beam structure are investigated and verified by the traditional finite element method. This method can be used to solve transient response problems of moving pressure loads exciting the beam structure with intermediate support. Actually it can be extended to solve other complicated beam structure problems. |
| format | Article |
| id | doaj-art-1c990069ff4a4596b507a08242e616c4 |
| institution | Kabale University |
| issn | 1070-9622 1875-9203 |
| language | English |
| publishDate | 2012-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Shock and Vibration |
| spelling | doaj-art-1c990069ff4a4596b507a08242e616c42025-02-03T05:57:57ZengWileyShock and Vibration1070-96221875-92032012-01-011961403141310.3233/SAV-2012-0682Dynamic Responses of Supported Beams with Intermediate Supports Under Moving LoadsBiaobiao Zhang0Steve Shepard1Department of Mechanical Engineering, The University of Alabama, Tuscaloosa, AL, USADepartment of Mechanical Engineering, The University of Alabama, Tuscaloosa, AL, USAIn this paper, a new beam shape function configuration method for determining transient responses of a finite Euler-Bernoulli beam with two intermediate supports excited by moving pressure wave loads is developed. To clarify this method, this beam structure is excited by the moving sinusoidal loads as an example. Transient responses of this beam structure are investigated and verified by the traditional finite element method. This method can be used to solve transient response problems of moving pressure loads exciting the beam structure with intermediate support. Actually it can be extended to solve other complicated beam structure problems.http://dx.doi.org/10.3233/SAV-2012-0682 |
| spellingShingle | Biaobiao Zhang Steve Shepard Dynamic Responses of Supported Beams with Intermediate Supports Under Moving Loads Shock and Vibration |
| title | Dynamic Responses of Supported Beams with Intermediate Supports Under Moving Loads |
| title_full | Dynamic Responses of Supported Beams with Intermediate Supports Under Moving Loads |
| title_fullStr | Dynamic Responses of Supported Beams with Intermediate Supports Under Moving Loads |
| title_full_unstemmed | Dynamic Responses of Supported Beams with Intermediate Supports Under Moving Loads |
| title_short | Dynamic Responses of Supported Beams with Intermediate Supports Under Moving Loads |
| title_sort | dynamic responses of supported beams with intermediate supports under moving loads |
| url | http://dx.doi.org/10.3233/SAV-2012-0682 |
| work_keys_str_mv | AT biaobiaozhang dynamicresponsesofsupportedbeamswithintermediatesupportsundermovingloads AT steveshepard dynamicresponsesofsupportedbeamswithintermediatesupportsundermovingloads |