Splice Length of Steel Reinforcing Bars in Ultra high performance fiber reinforced concrete beams
碩士 === 國立成功大學 === 土木工程學系 === 107 === Due to the lack of test data on the bond strength of deformed reinforcing bars embedded in Ultra-high performance fiber reinforced concrete (UHPFRC), ACI-318-19 building code requirements imposed an upper limit of 70 MPa on compressive strength of concrete that m...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2019
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| Online Access: | http://ndltd.ncl.edu.tw/handle/a9qbzq |