PMID- 31731644
OWN - NLM
STAT- PubMed-not-MEDLINE
LR  - 20200928
IS  - 1996-1944 (Print)
IS  - 1996-1944 (Electronic)
IS  - 1996-1944 (Linking)
VI  - 12
IP  - 22
DP  - 2019 Nov 15
TI  - Mechanical Properties of Carbon-Fiber RPC and Design Method of Carbon-Fiber 
      Content under Different Curing Systems.
LID - 10.3390/ma12223759 [doi]
LID - 3759
AB  - Natural, standard, and compound curing are adopted to study the effect of 
      different curing systems on the reinforcement of carbon fiber in reactive powder 
      concrete (RPC). This work systematically studies the changes in RPC compressive 
      and tensile strengths under different curing systems. Taking age, fiber content, 
      and curing system as parameters, Scanning electron microscope (SEM) and X-ray 
      diffraction (XRD) microscopic methods are used to study the influencing mechanism 
      of carbon-fiber content and curing systems on RPC. The calculation methods of the 
      RPC strength of different carbon-fiber contents are studied. Results show that 
      the optimum carbon-fiber content of carbon-fiber RPC is 0.75% under the natural, 
      standard, and compound curing conditions. In comparison with standard curing, 
      compound curing can improve the early strength of carbon-fiber RPC and slightly 
      affect the improvement of late strength. The strength is slightly lower in 
      natural curing than in standard curing, but the former basically meets the 
      requirements of the project and is beneficial for the practical application of 
      this project. The calculation formula of 28-day compressive and splitting tensile 
      strengths of carbon-fiber content from 0% to 0.75% is proposed to select the 
      carbon-fiber content flexibly to satisfy different engineering requirements.
FAU - Zhang, Xuejian
AU  - Zhang X
AD  - School of Materials Science and Engineering, Jilin Jianzhu University, Changchun 
      130000, China.
FAU - Ge, Lincai
AU  - Ge L
AD  - School of Materials Science and Engineering, Jilin Jianzhu University, Changchun 
      130000, China.
FAU - Zhang, Yunlong
AU  - Zhang Y
AD  - School of Transportation Science and Engineering, Jilin Jianzhu University, 
      Changchun 130000, China.
FAU - Wang, Jing
AU  - Wang J
AD  - School of Transportation Science and Engineering, Jilin Jianzhu University, 
      Changchun 130000, China.
LA  - eng
GR  - 20190303138SF/Department of Science and Technology of Jilin Province/
PT  - Journal Article
DEP - 20191115
PL  - Switzerland
TA  - Materials (Basel)
JT  - Materials (Basel, Switzerland)
JID - 101555929
PMC - PMC6888528
OTO - NOTNLM
OT  - building materials
OT  - calculation formula
OT  - carbon-fiber content
OT  - curing system
OT  - mechanical properties
OT  - microscopic
OT  - reactive powder concrete
COIS- The authors declare no conflicts of interests.
EDAT- 2019/11/17 06:00
MHDA- 2019/11/17 06:01
PMCR- 2019/11/15
CRDT- 2019/11/17 06:00
PHST- 2019/10/09 00:00 [received]
PHST- 2019/11/08 00:00 [revised]
PHST- 2019/11/11 00:00 [accepted]
PHST- 2019/11/17 06:00 [entrez]
PHST- 2019/11/17 06:00 [pubmed]
PHST- 2019/11/17 06:01 [medline]
PHST- 2019/11/15 00:00 [pmc-release]
AID - ma12223759 [pii]
AID - materials-12-03759 [pii]
AID - 10.3390/ma12223759 [doi]
PST - epublish
SO  - Materials (Basel). 2019 Nov 15;12(22):3759. doi: 10.3390/ma12223759.