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3 Wu, X. G., "Structural behaviors of sustainable hybrid columns under compression and flexure" 52 (52): 857-873, 2014
4 Benjamin, A., "Structural behavior of ultra-high performance concrete prestressed I-girders" 2006
5 Wu, X. G., "Structural analysis of circular UHPCC form for hybrid pier under construction loads" 12 (12): 167-181, 2012
6 Zhang, P. S., "Stress-strain relationship of corroded steel bars" 34 (34): 586-592, 2006
7 Schmidt, C., "Strengthening and rehabilitation of pavements applying thin layers of reinforced ultra-high performance concrete (UHPC-white topping)" 2008
8 Brühwiler, E., "Stahl-UHFB-stahlbeton verbundbauweise zur Verstärkung von bestehenden Stahlbetonbauteilen mit Ultra-hochleistungs-faserbeton(UHFB)" 108 (108): 216-226, 2013
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1 Oesterlee, C., "UHPFRC protection layer on the crash barrier walls of a bridge" Springer Berlin Heidelberg 203-210, 2007
2 Yang, Z. H., "Study on tension mechanical performance of reactive powder concrete in different steel fiber volume fractions" Beijing Jiaotong University 2006
3 Wu, X. G., "Structural behaviors of sustainable hybrid columns under compression and flexure" 52 (52): 857-873, 2014
4 Benjamin, A., "Structural behavior of ultra-high performance concrete prestressed I-girders" 2006
5 Wu, X. G., "Structural analysis of circular UHPCC form for hybrid pier under construction loads" 12 (12): 167-181, 2012
6 Zhang, P. S., "Stress-strain relationship of corroded steel bars" 34 (34): 586-592, 2006
7 Schmidt, C., "Strengthening and rehabilitation of pavements applying thin layers of reinforced ultra-high performance concrete (UHPC-white topping)" 2008
8 Brühwiler, E., "Stahl-UHFB-stahlbeton verbundbauweise zur Verstärkung von bestehenden Stahlbetonbauteilen mit Ultra-hochleistungs-faserbeton(UHFB)" 108 (108): 216-226, 2013
9 Tai, Y. G., "Simulation and experiment of crashworthiness for combined bridge guardrail" 10 (10): 94-100, 2010
10 Wang, Y., "Research on the mechanical properties of reactive powder concrete: A review" 290 (290): 21-26, 2013
11 Brühwiler, E., "Rehabilitation of concrete structures using ultra-high performance fibre reinforced concrete" 2008
12 Moreillon, L., "Rehabilitation and strengthening of existing RC structures with UHPFRC: Various applications" RILEM Publication S.A.R.L. 2013
13 Bruhwiler, E., "Rehabilitation and strengthening of concrete structures using ultra-high performance fibre reinforced concrete" 23 (23): 450-457, 2013
14 Wu, X.G., "Preliminary design and structural responses of typical hybrid wind tower made of ultra high performance cementitious composites" 48 (48): 791-807, 2013
15 Charron, J. P., "Precast bridge parapets in ultra high performance fiber-reinforced concrete" 391-404, 2011
16 Duchesneau, F., "Monolithic and hybrid precast bridge parapets in high and ultra-high performance fibre reinforced concretes" 38 (38): 859-869, 2011
17 Zhang, P. S., "Mechanical property of rustiness reinforcement steel" 25 (25): 41-44, 1995
18 Dugat, J., "Mechanical properties of reactive powder concretes" 29 (29): 233-240, 1996
19 Industry Recommended Standard of the R.P.C., "Guidelines for Design of Highway Safety Facilities" Ministry of Transport of the P.R.C. 2006
20 Industry Recommended Standard of the R.P.C., "Guidelines for Design of Highway Safety Facilities"
21 Lyer, N. R., "Flexural behavior of damaged RC beams strengthened with ultra high performance concrete" 2057-2069, 2015
22 Wang, J. Q ., "Experiment study and analysis on the mechanical properties of corroded reinforcing bars in the atmospheric environment" 3 (3): 25-27, 2003
23 Almusallam, A. A., "Effect of corrosion on the properties of reforcing steel bars" 15 (15): 361-368, 2001
24 National Standard of the P. R. C., "Code for Design of Highway Traffic Safety Facilities"
25 National Standard of the P.R.C., "Code for Design of Concrete Structures" China Planning Press 2010
26 Bastien Masse, M., "Bridge Mainten. Safety Manage. Life Extens." 2176-2182, 2014
27 Habel, K., "Behavior of reinforced and posttensioned concrete members with a UHPFRC overlay under impact loading" 135 (135): 292-300, 2009