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Experimental Research of Carbon Fiber-Reinforced Masonry

Abstract

The paper presents investigations of carrying capacity and deformability of carbon fiber-reinforced masonry subjected to static load. The behavior of fiber-reinforced masonry is described as well as the improvement of the carrying capacity of the composite material layers. The dependences are constructed for the bearing capacity of reinforced masonry samples.

About the Authors

Gennady P. Tonkikh
National Research Moscow State University of Civil Engineering
Russian Federation


Pavel V. Osipov
OOO Nanotechnology Centre of Composites
Russian Federation


Gani Temiraliuly
National Research Moscow State University of Civil Engineering
Russian Federation


Stanislav K. Fedorov
National Research Moscow State University of Civil Engineering
Russian Federation


References

1. Tonkikh G.P., Kabantsev O.V., Granovskii A.V., Simakov O.A. Eksperimental'nye issledovaniya seismousileniya kamennoi kladki sistemoi vneshnego armirovaniya na osnove uglevolokna [Experimental study of seismic retrofitting using externally bonded fiber reinforced polymers]. Vestnik of Tomsk State University of Architecture and Building. 2014. No. 6. Pp. 57–69. (rus)

2. HC Composite. Available at: www.hccomposite.com/

3. TS 2257-047-61664530–2014. Epoksidnoe dvukhkomponentnoe svyazuyushchee FibArm Resin 230+ dlya propitki sistem vneshnego armirovaniya FibArm [Two-component epoxide compound FibArm Resin 230+ for externally bonded reinforcement]. Composite Holding Company. (rus)

4. TS 2257-048-61664530–2014. Epoksidnoe dvukhkomponentnoe svyazuyushchee FibArm Resin 530+ dlya propitki sistem vneshnego armirovaniya FibArm [Two-component epoxide compound FibArm Resin 530+ for externally bonded reinforcement]. Composite Holding Company. (rus)

5. Tonkikh G.P., Temiraliuly G. Itogovyj otchet po rezul'tatam ispytanij kamennoj kladki, usilennoj kompozitnymi materialami na osnove uglerodnogo volokna pri dejstvii staticheskih nagruzok. [The final report on the results of tests of masonry, reinforced composite materials based on carbon fibers by the action of static loads]. Moscow: MGSU Publ., 2016.

6. Tonkikh G.P., Kabantsev O.V., Koshaev V.V. Eksperimental'nye issledovaniya nesushchei sposobnosti kamennoi kladki pri glavnykh nagruzkakh [Experimental studies of masonry bearing capacity under basic loads]. Seismostoikoe stroitel'stvo. Bezopasnost' sooruzhenii. 2007. No. 6. Pp. 26–31. (rus)

7. Tonkikh G.P., Kabantsev O.V., Simakov O.A., Baev S.M. Eksperimental'nye issledovaniya seismousileniya kamennoi kladki naruzhnymi betonnymi applikatsiyami [Experimental study of masonry seismic reinforcement using exterior concrete applications]. Seismostoikoe stroitel'stvo. Bezopasnost' sooruzhenii. 2011. No. 2. Pp. 35–41. (rus)

8. SNiP 15.13330.2012. Kamennye i armokamennye konstruktsii [Masonry and reinforced masonry structures]. Actualized SNiP II-22–81 (rus)

9. Kabantsev O.V., Tonkikh G.P., et al. Posobie po otsenke seismostoikosti i seismousileniyu obshchevoiskovykh zdanii s nesushchimi stenami iz kamennoi kladki [Manual for evaluation of seismic stability of buildings with masonry bearing walls]. Moscow: Central Research Institute of the Ministry of Defence of the Russian Federation Publ., 2002. (rus)


Review

For citations:


Tonkikh G.P., Osipov P.V., Temiraliuly G., Fedorov S.K. Experimental Research of Carbon Fiber-Reinforced Masonry. Vestnik of Tomsk state university of architecture and building. 2017;(2):98-111. (In Russ.)

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ISSN 1607-1859 (Print)
ISSN 2310-0044 (Online)