Search Results - "Yu, Kelai"

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  1. 1

    Uniaxial tensile behavior of aligned steel fibre reinforced cementitious composites by Qing, Longbang, Yu, Kelai, Mu, Ru, Forth, John P.

    Published in Materials and structures (01-08-2019)
    “…By applying an external uniform magnetic field to a fresh cement mixture during casting, an aligned steel fibre reinforced cementitious composites (ASFRC) was…”
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    Journal Article
  2. 2

    Investigation of mixed-mode fracture of aligned steel fibre reinforced cementitious composites by Qing, Longbang, Li, Yang, Wang, Xiaoting, Yu, Kelai, Mu, Ru

    Published in International journal of fracture (01-04-2021)
    “…Mixed-mode fracture experiments were conducted on aligned steel fibre reinforced cementitious composite (ASFRC) and ordinary steel fibre reinforced…”
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    Journal Article
  3. 3

    Correction to: Uniaxial tensile behavior of aligned steel fibre reinforced cementitious composites by Qing, Longbang, Yu, Kelai, Mu, Ru, Forth, John P.

    Published in Materials and structures (2020)
    “…The article “Uniaxial tensile behavior of aligned steel fibre reinforced cementitious composites”, written by “Longbang Qing, Kelai Yu, Ru Mu, John P. Forth”,…”
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    Journal Article
  4. 4

    3D meso-scale fracture modelling of concrete with random aggregates using a phase-field regularized cohesive zone model by Li, Hui, Huang, Yujie, Yang, Zhenjun, Yu, Kelai, Li, Q.M.

    “…This study develops a mesoscale fracture modelling method combining the phase-field regularized cohesive zone model (PF-CZM) and random aggregate models for…”
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  5. 5

    A mesoscale modelling approach coupling SBFEM, continuous damage phase-field model and discrete cohesive crack model for concrete fracture by Yu, Kelai, Yang, Zhenjun, Li, Hui, Tat Ooi, Ean, Li, Shangming, Liu, GuoHua

    Published in Engineering fracture mechanics (01-02-2023)
    “…•A new numerical approach is developed for simulating complex 2D and 3D mesoscale fracture processes in concrete, by combing the scaled boundary finite element…”
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