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| 1 | +@article{example2, |
| 2 | + title = {An example journal article}, |
| 3 | + author={Bighetti, Nelson and Ford, Robert}, |
| 4 | + journal = {Journal of Source Themes}, |
| 5 | + year = 2015, |
| 6 | + volume = 1, |
| 7 | + number = 1 |
| 8 | +} |
| 9 | +@article{Yin2023, |
| 10 | +author = {Yin, Xing and Li, Qinghua and Chen, Bokun and Xu, Shilang}, |
| 11 | +doi = {10.1016/j.cemconcomp.2022.104911}, |
| 12 | +file = {:S\:/OneDrive - stu.ouc.edu.cn/Mendeley/Cement and Concrete Composites/2023_An improved calibration of Karagozian & Case concretecementitious model for strain-hardening fibre-reinforced cementitious composit.pdf:pdf}, |
| 13 | +issn = {09589465}, |
| 14 | +journal = {Cement and Concrete Composites}, |
| 15 | +pages = {104911}, |
| 16 | +title = {{An improved calibration of Karagozian & Case concrete/cementitious model for strain-hardening fibre-reinforced cementitious composites under explosion and penetration loadings}}, |
| 17 | +url = {https://linkinghub.elsevier.com/retrieve/pii/S0958946522005042}, |
| 18 | +volume = {137}, |
| 19 | +year = {2023} |
| 20 | +} |
| 21 | +@article{Yin2024a, |
| 22 | +abstract = {This study presents a two-phase mesoscale numerical model to investigate the dynamic spalling fracture behaviour of hybrid fibre ultra-high toughness cementitious composites (UHTCC). The model simulated the presence of random steel fibres and ductile UHTCC independently, and accurately incorporated the fibre-matrix bond-slip relationship, with carefully considering the influence of the inclination angle of the steel fibres on the pullout behaviour. Validation of the numerical model involved a meticulous comparison between numerical outcomes and results from spallation tests, encompassing strain-time and velocity-time histories, failure modes, and locations of cracking or fracture. Subsequently, the developed model was employed to analyse the impact of fibre inclination, stress wave amplitude, and waveform (based on the impulse equivalence principle) on the dynamic spalling fracture behaviour of hybrid fibre UHTCC. Evaluation of spalling fracture performance was based on both maximum velocity and pullback velocity of resulting fragments or free surfaces. Findings revealed that fibres parallel to the stress wave propagation direction exhibited optimum performance. It was also observed that stress waveforms with rectangular and sinusoidal shapes presented the highest risk of spalling fracture, while exponentially attenuated waves were comparatively safer. Additionally, stress waveforms with either rise time or duration at maximum pressure were deemed hazardous. Further, the hybrid fibre UHTCC demonstrated multiple spalling cracking/fracture behaviours under all stress waves except rectangular ones. This comprehensive exploration provided insights for the utilization of hybrid fibre UHTCC in impact engineering.}, |
| 23 | +author = {Yin, Xing and Li, Qinghua and Wang, Qingmin and Chen, Bokun and Shu, Chenglanqing and Xu, Shilang}, |
| 24 | +doi = {10.1016/j.ijmecsci.2023.108826}, |
| 25 | +issn = {00207403}, |
| 26 | +journal = {International Journal of Mechanical Sciences}, |
| 27 | +keywords = {Bond-slip relationship,Mesoscale model,Spallation,Stress wave,UHTCC}, |
| 28 | +month = {feb}, |
| 29 | +pages = {108826}, |
| 30 | +title = {{Mesoscale numerical investigation of dynamic spalling fracture in toughness concrete}}, |
| 31 | +url = {https://linkinghub.elsevier.com/retrieve/pii/S0020740323007282}, |
| 32 | +volume = {264}, |
| 33 | +year = {2024} |
| 34 | +} |
| 35 | +@article{Yin2024, |
| 36 | +author = {Yin, Xing and Li, Qinghua and Wang, Qingmin and Chen, Bokun and Xu, Shilang}, |
| 37 | +doi = {10.1016/j.ijimpeng.2024.105028}, |
| 38 | +file = {:S\:/OneDrive - stu.ouc.edu.cn/Mendeley/International Journal of Impact Engineering/2024_Near range explosion resistance of UHPFRC panels in wide scaled distances Experimental study and stochastic numerical modelling.pdf:pdf}, |
| 39 | +issn = {0734743X}, |
| 40 | +journal = {International Journal of Impact Engineering}, |
| 41 | +month = {jun}, |
| 42 | +pages = {105028}, |
| 43 | +publisher = {Elsevier Ltd}, |
| 44 | +title = {{Near range explosion resistance of UHPFRC panels in wide scaled distances: Experimental study and stochastic numerical modelling}}, |
| 45 | +url = {https://doi.org/10.1016/j.ijimpeng.2024.105028 https://linkinghub.elsevier.com/retrieve/pii/S0734743X24001520}, |
| 46 | +volume = {192}, |
| 47 | +year = {2024} |
| 48 | +} |
| 49 | +@article{Yin2023b, |
| 50 | +author = {Yin, Xing and Li, Qinghua and Wang, Qingmin and Chen, Bokun and Xu, Shilang}, |
| 51 | +doi = {10.1016/j.jobe.2023.106902}, |
| 52 | +issn = {23527102}, |
| 53 | +journal = {Journal of Building Engineering}, |
| 54 | +month = {may}, |
| 55 | +pages = {106902}, |
| 56 | +title = {{Experimental and numerical investigations on the stress waves propagation in strain-hardening fiber-reinforced cementitious composites: Stochastic analysis using polynomial chaos expansions}}, |
| 57 | +url = {https://linkinghub.elsevier.com/retrieve/pii/S2352710223010811}, |
| 58 | +volume = {74}, |
| 59 | +year = {2023} |
| 60 | +} |
| 61 | +@article{Yin2023a, |
| 62 | +author = {Yin, Xing and Li, Qinghua and Wang, Qingmin and Reinhardt, Hans-Wolf and Xu, Shilang}, |
| 63 | +doi = {10.1016/j.engfracmech.2022.108988}, |
| 64 | +file = {:S\:/OneDrive - stu.ouc.edu.cn/Mendeley/Engineering Fracture Mechanics/2023_The double-K fracture model A state-of-the-art review.pdf:pdf}, |
| 65 | +issn = {00137944}, |
| 66 | +journal = {Engineering Fracture Mechanics}, |
| 67 | +pages = {108988}, |
| 68 | +title = {{The double-K fracture model: A state-of-the-art review}}, |
| 69 | +volume = {277}, |
| 70 | +year = {2023} |
| 71 | +} |
| 72 | +@article{Yin2023c, |
| 73 | +author = {Yin, Xing and Li, Qinghua and Xu, Xiaoyang and Chen, Bokun and Guo, Kangan and Xu, Shilang}, |
| 74 | +doi = {10.1016/j.compstruct.2022.116424}, |
| 75 | +file = {:S\:/OneDrive - stu.ouc.edu.cn/Mendeley/Composite Structures/2023_Investigation of continuous surface cap model (CSCM) for numerical simulation of strain-hardening fibre-reinforced cementitious com.pdf:pdf}, |
| 76 | +issn = {02638223}, |
| 77 | +journal = {Composite Structures}, |
| 78 | +keywords = {Obsidian}, |
| 79 | +mendeley-tags = {Obsidian}, |
| 80 | +pages = {116424}, |
| 81 | +publisher = {Elsevier Ltd}, |
| 82 | +title = {{Investigation of continuous surface cap model (CSCM) for numerical simulation of strain-hardening fibre-reinforced cementitious composites against low-velocity impacts}}, |
| 83 | +volume = {304}, |
| 84 | +year = {2023} |
| 85 | +} |
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