Application of prestressing with pretension and post-tension in precast beams
Page: 1-7
2021
- 227Usage
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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
- Usage227
- Downloads190
- Abstract Views37
Artifact Description
In Nowdays, prestressed concrete founds wide application in the construction of engineering structures. Where concrete elements are subjected to mandatory stresses to gain more favorable behaviors. This can be realized by applying prestressing force with system of pre-tension and post-tension.Analysis of precast beams elements with different sections by applying these prestressing methods, will help us to determine which method of force application is going to be more favorable for realization.Analysis of precast beams elements for different shapes of sections for two methods of prestressing, that with pretensioned and post-tension, by checking the basic condition criteria of servisability limit state.
Bibliographic Details
https://knowledgecenter.ubt-uni.net/conference/2021UBTIC/all-events/303; https://knowledgecenter.ubt-uni.net/conference/2021UBTIC/all-events/296
https://knowledgecenter.ubt-uni.net/conference/2021UBTIC/all-events/303; https://knowledgecenter.ubt-uni.net/cgi/viewcontent.cgi?article=3469&context=conference; http://dx.doi.org/10.33107/ubt-ic.2021.286; https://knowledgecenter.ubt-uni.net/conference/2021UBTIC/all-events/296; https://knowledgecenter.ubt-uni.net/cgi/viewcontent.cgi?article=3462&context=conference
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