Numerical Analysis of Arch Reinforced Concrete Deep Beams with Various Cross Sections
Lecture Notes in Civil Engineering, ISSN: 2366-2565, Vol: 385, Page: 397-409
2024
- 1Captures
Metric Options: CountsSelecting 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
Conference Paper Description
Beam member is one of the important components in a building structure with the functions to transfer loads to column and foundation. The main purpose of this study is to determine the effect of cross-section arch deep beam structure with a different type of cross-section. The deep beam in this study consists of two types of longitudinal versions called non-arch and deep arch beam. Besides, and four different cross-sections are applied as a variation to investigate the effect of cross-sections on flexural behavior. This study only used finite element analysis to investigate the stress distribution, load, and displacement relationship, ductility, and stiffness of the model. The loading used in this analysis is in 4 points where the load is located at 1/3 and 2/3 of the span. The results show that the deep arch beam experience a decrease in flexural performance compared with the normal deep beam. Deep beam with rectangular section produced high performance compared with other cross-sections. However, the damage pattern indicates that shear failure is still dominant in all models.
Bibliographic Details
http://www.scopus.com/inward/record.url?partnerID=HzOxMe3b&scp=85181981418&origin=inward; http://dx.doi.org/10.1007/978-981-99-6018-7_29; https://link.springer.com/10.1007/978-981-99-6018-7_29; https://dx.doi.org/10.1007/978-981-99-6018-7_29; https://link.springer.com/chapter/10.1007/978-981-99-6018-7_29
Springer Science and Business Media LLC
Provide Feedback
Have ideas for a new metric? Would you like to see something else here?Let us know