Show source-provided references
1. Numerical Simulation on Crash worthiness of New Type of Rigid barrier
2. Dinnella, N., Chiappone, S., and Guerrieri, M. (2020). The innovative “NDBA” concrete safety barrier able to withstand two subsequent TB81 crash tests. Eng. Fail. Anal., 115.
10.1016/j.engfailanal.2020.104660 ↗3. Chen, F., Rasmussen, J.D., Bielenberg, R.W., Lechtenberg, K.A., Faller, R.K., and Linzell, D.G. (2021). Experimental and numerical investigation on deflection and behavior of portable construction barrier subjected to vehicle impacts. Eng. Struct., 235.
10.1016/j.engstruct.2021.112071 ↗6. Protection Performance of New Fabricated barrier Based on Collision Simulation
7. Jiang, L., Wang, K., Fang, H., Chen, B., Zhu, L., Zhang, Q., and Zhang, X. (2024). Protection performance of a novel anti-collision barrier with recycled foamed concrete under vehicle collision. Eng. Struct., 305.
10.1016/j.engstruct.2024.117795 ↗9. Hu, X., Xue, W., and Lv, Y. (2024). Seismic behavior of a new type of precast concrete shear wall using UHPC connections at boundary elements. Eng. Struct., 302.
10.1016/j.engstruct.2024.117468 ↗15. Yu, R., Zhou, F.J., Yin, T.Y., Wang, Z.Y., Ding, M., Liu, Z., Leng, Y., Gao, X., and Shui, Z. (2021). Uncovering the approach to develop ultra-high performance concrete (UHPC) with dense meso-structure based on rheological point of view: Experiments and modeling. Constr. Build. Mater., 271.
10.1016/j.conbuildmat.2020.121500 ↗16. Fan, D.Q., Rui, Y., Liu, K.N., Tan, J.H., Shui, Z., Wu, C., Wang, S., Guan, Z., Hu, Z., and Su, Q. (2021). Optimized design of steel fibres reinforced ultra-high performance concrete (UHPC) composites: Towards to dense structure and efficient fibre application. Constr. Build. Mater., 273.
10.1016/j.conbuildmat.2020.121698 ↗18. Li, J.Q., Wu, Z.M., Shi, C.J., Yuan, Q., and Zhang, Z. (2020). Durability of ultra-high performance concrete—A review. Constr. Build. Mater., 255.
10.1016/j.conbuildmat.2020.119296 ↗19. Evaluation and optimization of Ultra-High Performance Concrete (UHPC) subjected to harsh ocean environment: Towards an application of Layered Double Hydroxides (LDHs)
10.1016/j.conbuildmat.2018.03.210 ↗20. Sohail, M.G., Kahraman, R., Al Nuaimi, N., Gencturk, B., and Alnahhal, W. (2021). Durability characteristics of high and ultra-high performance concretes. J. Build. Eng., 33.
10.1016/j.jobe.2020.101669 ↗21. Yu, R., Zhang, J.J., Liu, K.N., Liao, M.Z., Shui, Z.H., Zeng, M., Hu, F., Hou, D., and Wang, X. (2021). Evaluation and regulation of Ultra-High Performance Concrete (UHPC) crack resistance based on physicochemical multi-factor coupling approach. Constr. Build. Mater., 301.
10.1016/j.conbuildmat.2021.124100 ↗22. Luo, S., Zhao, H., Qiao, D.Q., Liao, Z., Hu, Z., and Zhou, C. (2024). Experimental and numerical investigation on deck system of a 102 m simply supported prestressed UHPC box-girder highway bridge. Eng. Struct., 316.
10.1016/j.engstruct.2024.118601 ↗23. Liu, B.X., and Zhang, R.Z. (2024). Review of Mechanical Properties and Application on Ultra-High Performance Concrete, School of Highway, Chang’an University. [2024th ed.].
25. (2013). Standard for Performance Evaluation of Highway Barrier. Standard No. JTG B05-01-2013. (In Chinese).
26. (2017). Design Guidelines for Highway Safety Facilities. Standard No. JTG D81-2017. (In Chinese).
27. LSTC—Livermore Software Technology Corporation (2013). LS-DYNA Keyword User’s Manual, Livermore Software Technology Corporation.
30. Yin, H., Zhang, L., Liu, Z., Fan, W., Wu, X., and Wen, G. (2023). Crash analysis and evaluation of a new separate W-beam barrier on highways using the finite element method. Eng. Struct., 278.
10.1016/j.engstruct.2022.115551 ↗31. A Computational Constitutive Model for Concrete Subjected to Large Strains, High Strain Rates and High Pressures
32. Wan, W., Yang, J., Xu, G., and Liu, Y. (2021). Determination and evaluation of Holmquist-Johnson-Cook constitutive model parameters for ultra-high-performance concrete with steel fibers. Int. J. Impact Eng., 156.
10.1016/j.ijimpeng.2021.103966 ↗33. Calibration of Holmquist Johnson Cook (HJC) model for projectile penetration of geopolymer-based ultra-high performance concrete (G-UHPC)
10.1016/j.istruc.2022.06.034 ↗34. Determining Failure Surface Parameters of the Johnson-Holmquist Concrete Constitutive Model
35. Ren, L., Yu, X., Zheng, M., Xue, Z., Wu, B., and He, Y. (2022). Evaluation of typical dynamic damage models used for UHPC based on SHPB technology. Eng. Fract. Mech., 269.
10.1016/j.engfracmech.2022.108562 ↗37. Ghafari, E., Costa, H., Júlio, E., Portugal, A., and Durães, L. (2012, January 7–9). Optimization of UHPC by adding nanomaterials. Proceedings of the 3rd International Symposium on UHPC and Nanotechnology for High Performance Construction Materials, Kassel, Germany.
38. (2025, February 10). National Crash Analysis Center (NCAC), Available online: https://www.nhtsa.gov/crash-simulation-vehicle-models.
39. Sun, S., Li, H., Zhu, C., Mei, K., Jiang, H., Sun, Y., and Huang, H. (2021). Study on the anti-collision performance of basalt fiber reinforced polymer beam–column barrier. Compos. Struct., 276.
10.1016/j.compstruct.2021.114588 ↗40. Lei, Z.B. (2004). The Crashworthiness of Structure with Large Displacement and Large Deformation. [Doctoral Dissertation, Central South University]. (In Chinese).