HIGHLIGHTS
- who: Neil Stewart from the City, University of London Institutional Guang Xi Key Laboratory of New Energy and Building Energy Saving, Guilin University of Technology, Guilin, China have published the research work: Torsional capacity of ultra-high-performance concrete beams using rectangle stirrup, in the Journal: (JOURNAL)
- what: In this study, the method proposed by Bernardo and Lopes was used to calculate the torsional ductility index of the UHPC beams (refer to Eq ), and the results are shown in Table 6. u03bc= u03b8u u03b8y Where: u03bc is torsional ductility index, u03b8u is ultimate twist, u03b8y . . .
If you want to have access to all the content you need to log in!
Thanks :)
If you don't have an account, you can create one here.