Nonlinear dynamic analysis of an inclined micro-beam under a moving mass
Engineering Research Express, ISSN: 2631-8695, Vol: 6, Issue: 3
2024
- 1Captures
Metric Options: Counts1 Year3 YearSelecting the 1-year or 3-year option will change the metrics count to percentiles, illustrating how an article or review compares to other articles or reviews within the selected time period in the same journal. Selecting the 1-year option compares the metrics against other articles/reviews that were also published in the same calendar year. Selecting the 3-year option compares the metrics against other articles/reviews that were also published in the same calendar year plus the two years prior.
Example: if you select the 1-year option for an article published in 2019 and a metric category shows 90%, that means that the article or review is performing better than 90% of the other articles/reviews published in that journal in 2019. If you select the 3-year option for the same article published in 2019 and the metric category shows 90%, that means that the article or review is performing better than 90% of the other articles/reviews published in that journal in 2019, 2018 and 2017.
Citation Benchmarking is provided by Scopus and SciVal and is different from the metrics context provided by PlumX Metrics.
Example: if you select the 1-year option for an article published in 2019 and a metric category shows 90%, that means that the article or review is performing better than 90% of the other articles/reviews published in that journal in 2019. If you select the 3-year option for the same article published in 2019 and the metric category shows 90%, that means that the article or review is performing better than 90% of the other articles/reviews published in that journal in 2019, 2018 and 2017.
Citation Benchmarking is provided by Scopus and SciVal and is different from the metrics context provided by PlumX Metrics.
Metrics Details
- Captures1
- Readers1
Article Description
Nonlinear vibration of an inclined simply supported micro-beam under a moving mass is investigated for Euler-Bernoulli beam theory (EBT) and Timoshenko beam theory (TBT) respectively. Based on a modified couple stress theory (MCST) and the von-Karman geometric nonlinearity, the nonlinear coupled dynamic equations of the system are established through the Hamilton’s principle with the assumed mode method. A wide range of numerical examples are employed to study the influence of slenderness ratio, cross-section height, inclined angle, the size and velocity of the moving mass and the scale factor of the material on the solutions of nonlinear and linear, the solutions of EBT and TBT and the solutions of moving mass and moving load. By comparing the differences between the nonlinear and linear solutions under different parameters and beam theories, the importance and significance of nonlinear dynamic analysis of the inclined micro-beam are revealed.
Bibliographic Details
http://www.scopus.com/inward/record.url?partnerID=HzOxMe3b&scp=85203009337&origin=inward; http://dx.doi.org/10.1088/2631-8695/ad722d; https://iopscience.iop.org/article/10.1088/2631-8695/ad722d; https://dx.doi.org/10.1088/2631-8695/ad722d; https://validate.perfdrive.com/9730847aceed30627ebd520e46ee70b2/?ssa=37a48450-7b5e-499c-b113-98149eedcd36&ssb=61073269651&ssc=https%3A%2F%2Fiopscience.iop.org%2Farticle%2F10.1088%2F2631-8695%2Fad722d&ssi=c1afaad6-cnvj-4f1d-a049-eb83557739a1&ssk=botmanager_support@radware.com&ssm=27525036688028959131959619724139041&ssn=4d8beaeeb2b7e3355160a13fb9613abac8803460dc2c-6ee3-420f-bd4937&sso=933401ed-b2e6616f70eb354f3dfa2743ccd88f52c3c500482347164c&ssp=31990076031725343739172560703852541&ssq=79229648798330374598318888574375912615583&ssr=NTIuMy4yMTcuMjU0&sst=com.plumanalytics&ssu=&ssv=&ssw=&ssx=eyJfX3V6bWYiOiI3ZjYwMDA1ZGE5MzUzMS1kNzliLTQ1MWEtYWMwNi00OTFhYzQxOWZjNGYxNzI1MzE4ODg4NTM3MzY5MDk1MTMyLWEwYzc2MWUwZmE0ZmZhYWQxMzE5NSIsInJkIjoiaW9wLm9yZyIsInV6bXgiOiI3ZjkwMDAwYzMzYzZiYi1mMzAyLTQ4NmQtODgzNi01OTAyYThhYWVhZGU2LTE3MjUzMTg4ODg1MzczNjkwOTUxMzItZWJiMDRjNDNmZWIxMDM2ZjEzMTk1In0=
IOP Publishing
Provide Feedback
Have ideas for a new metric? Would you like to see something else here?Let us know