Shear behavior of UHPC beams with small shear span to depth ratios based on MSTM
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Title
Shear behavior of UHPC beams with small shear span to depth ratios based on MSTM
Authors
Keywords
Ultra-high performance concrete (UHPC), Strut and tie model, Shear force resistance mechanism, Shear capacity, Shear span to depth ratios
Journal
Case Studies in Construction Materials
Volume 16, Issue -, Pages e01134
Publisher
Elsevier BV
Online
2022-05-07
DOI
10.1016/j.cscm.2022.e01134
References
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