Influences of Specimen and Fiber Sizes on the Direct Tensile Resistance of Ultra-High-Performance Fiber-Reinforced Concretes
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Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-9524-0_1
Reference15 articles.
1. Tran NT, Nguyen DL, Vu QA, Kim DJ, Ngo TT (2022) Dynamic shear response of ultra-high-performance fiber-reinforced concretes under impact loading. Structures 41:724–736. https://doi.org/10.1016/j.istruc.2022.05.044
2. Tran TK, Tran NT, Nguyen DL, Kim DJ, Park JK, Ngo TT (2021) Dynamic fracture toughness of ultra-high-performance fiber-reinforced concrete under impact tensile loading. Struct Concr 1–16. https://doi.org/10.1002/suco.202000379
3. Tran NT, Nguyen DL, Kim DJ, Ngo TT (2021) Sensitivity of various fiber features on shear capacities of ultra-high-performance fiber-reinforced concrete. Mag Concr Res 1–38. https://doi.org/10.1680/jmacr.20.00241
4. Ngo TT, Le QH, Nguyen DL, Kim DJ, Tran NT (2023) Experiments and prediction of direct tensile resistance of strain-hardening steel-fibre-reinforced concrete. Mag Concr Res 75(15):780–794. https://doi.org/10.1680/jmacr.22.00060
5. Tran TK, Nguyen TK, Tran NT, Kim DJ (2022) Improving the tensile resistance at high strain rates of high-performance fiber-reinforced cementitious composite with twisted fibers by modification of twist ratio. Structures 39:237–248. https://doi.org/10.1016/j.istruc.2022.03.010
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