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La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Huang, Yitao / Gu, Dawei / Mustafa, Shozab / Grünewald, Steffen / Luković, Mladena (2023): Shear behaviour of reinforced concrete beams strengthened with ultra-high performance fiber reinforced concrete (UHPFRC). Dans: Case Studies in Construction Materials, v. 19 (décembre 2023).

    https://doi.org/10.1016/j.cscm.2023.e02441

  2. Jiang, Bo / Qian, Zhenxu / Gu, Dawei / Pan, Jinlong (2023): Repair concrete structures with high-early-strength engineered cementitious composites (HES-ECC): Material design and interfacial behavior. Dans: Journal of Building Engineering, v. 68 (juin 2023).

    https://doi.org/10.1016/j.jobe.2023.106060

  3. Gu, Dawei / Mustafa, Shozab / Pan, Jinlong / Luković, Mladena (2023): Reinforcement‐concrete bond in discrete modeling of structural concrete. Dans: Computer-Aided Civil and Infrastructure Engineering, v. 38, n. 10 (6 juin 2023).

    https://doi.org/10.1111/mice.12937

  4. Gu, Dawei / Pan, Jinlong / Mustafa, Shozab / Huang, Yitao / Luković, Mladena (2022): Shear transfer mechanism in reinforced engineered cementitious composite (ECC) beams: Quantification of Vs. Dans: Engineering Structures, v. 261 (juin 2022).

    https://doi.org/10.1016/j.engstruct.2022.114282

  5. Gu, Dawei / Pan, Jinlong / Luković, Mladena / He, Jixuan (2022): Experimental and analytical study on shear behavior of strain‐hardening cementitious composite beams reinforced with fiber‐reinforced polymer bars. Dans: Structural Concrete, v. 23, n. 2 (avril 2022).

    https://doi.org/10.1002/suco.202100544

  6. You, Nanqiao / Liu, Yongchao / Gu, Dawei / Ozbakkaloglu, Togay / Pan, Jinlong / Zhang, Yamei (2020): Rheology, shrinkage and pore structure of alkali-activated slag-fly ash mortar incorporating copper slag as fine aggregate. Dans: Construction and Building Materials, v. 242 (mai 2020).

    https://doi.org/10.1016/j.conbuildmat.2020.118029

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