Surface-strength approach for concrete monitoring using sensors and shock-pulse method

Ye.B. Utepov; A. Aniskin; R.E. Lukpanov; A.S. Tulebekova; Sh.Zh. Zharassov

doi:10.31643/2022/6445.18

Authors

Ye.B. Utepov L.N. Gumilyov Eurasian National University, Nur-Sultan, Kazakhstan.
A. Aniskin University North, Varaždin, Croatia
R.E. Lukpanov Research and Production center “ENU LAB”; L.N. Gumilyov Eurasian National University, Nur-Sultan, Kazakhstan.
A.S. Tulebekova L.N. Gumilyov Eurasian National University, Nur-Sultan, Kazakhstan.
Sh.Zh. Zharassov L.N. Gumilyov Eurasian National University, Nur-Sultan, Kazakhstan.

DOI:

https://doi.org/10.31643/2022/6445.18

Keywords:

Concrete maturity, surface strength, shock-pulse method, operational control, sensor.

Abstract

There are many methods used for temperature-strength control of reinforced concrete structures globally. Their majority is associated with the significant challenges of being time-consuming, costly and prone to errors. Therefore, this study investigated the potential applicability of the surface-strength approach of specimens using non-destructive testing methods to derive temperature-strength relationships as an alternative approach to the currently widely used methods. The studies were carried out by comparing the surface strength of small laboratory specimens (SS) and large specimens (LS), imitating building structures, obtained by the shock-pulse method and the strength obtained by the destructive method; and the obtained calibration dependencies were adapted to the results of specimens’ thermal control. The temperature-strength dependence was corrected by comparing the strength and temperature parameters of SS and LS. The obtained nomograms make it possible to correct changes in the temperature regime of hydration of structures curing in real climatic conditions. The final adaptation of the temperature-strength dependence to the real erected structures showed a significant potential of this method in the construction industry. The difference between the actual strength of the drilled cores and the predicted strength of concrete at 28 days was only 1.02%.

Downloads

Download data is not yet available.

Author Biographies

Ye.B. Utepov, L.N. Gumilyov Eurasian National University, Nur-Sultan, Kazakhstan.

PhD, Acting Professor of the Department of Structural Engineering, L.N. Gumilyov Eurasian National University, Nur-Sultan, Kazakhstan

A. Aniskin, University North, Varaždin, Croatia

C.t.s., Assistant, Professor of the Department of Civil Engineering

R.E. Lukpanov, Research and Production center “ENU LAB”; L.N. Gumilyov Eurasian National University, Nur-Sultan, Kazakhstan.

PhD, Professor, Director of the Research and Production center “ENU LAB”, L.N. Gumilyov Eurasian National University, Nur-Sultan, Kazakhstan

A.S. Tulebekova, L.N. Gumilyov Eurasian National University, Nur-Sultan, Kazakhstan.

PhD, Associate Professor of the Department of Structural Engineering, L.N. Gumilyov Eurasian National University, Nur-Sultan, Kazakhstan.

Sh.Zh. Zharassov, L.N. Gumilyov Eurasian National University, Nur-Sultan, Kazakhstan.

PhD Student, Department of Structural Engineering, L.N. Gumilyov Eurasian National University, Nur-Sultan, Kazakhstan.

References

Dobshits L. M. & B. A.V., The question of determining the strength of concrete structures Quality Innovation Education. 2017;9:38-41.

Utepov Y,Aniskin A, Ibrashov A,Tulebekova A. Maturity sensors placement based on the temperature transitional boundaries. Magazine of Civil Engineering. 2019;90:93-103. https://doi.org/10.18720/MCE.90.9

Ulybin A. V, On the choice of concrete strength inspection methods of ready-built structures. Magazine of civil engineering, 22(2011) 10–15. https://doi.org/10.5862/MCE.22.1

Shoukry S N, William G W, Downie B, Riad M Y.Effect of moisture and temperature on the mechanical properties of concrete. Construction and Building Materials, 2011; 25:688–696.

Utepov Y, AkhmetovD, AkhmatshaevaI, RootY. Study of the influence of fine fillers from technogenic waste and chemical additives on the properties of self-compacting concrete. Kompleksnoe ispolʹzovanie mineralʹnogo syrʹâ/Complex Use of Mineral Resources/Mineraldik shikisattardy Keshendi Paidalanu, 3112019; 311:64–73. https://doi.org/10.31643/2019/6445.39

Sharipova I A,DorofeevaO S.Concrete strength control by the shock-pulse method. Proc. II All-Russian Conf. with Int. Particip.Kumertau.2019,179-184.

Arundas P H, U. K. Dewangan. Compressive Strength of Concrete based on Ultrasonic and Impact Echo Test. Indian Journal of Science and Technology, 2016;9. https://doi.org/10.17485/ijst/2016/v9i23/94124

Martin J,FordeM C. Influence of concrete properties on impulse hammer spectrum and compression wave velocity. Construction and Building Materials, 1995;9:245-255. https://doi.org/10.1016/0950-0618(95)00027-D

PoorarbabiA, GhasemiM, Azhdary MoghaddamM.Concrete compressive strength prediction using non-destructive tests through response surface methodology. Ain Shams Engineering Journal, 2020;11:939–949. https://doi.org/10.1016/j.asej.2020.02.009

HongS, YoonS, KimJ, LeeC, KimS, LeeY.Evaluation of Condition of Concrete Structures Using Ultrasonic Pulse Velocity Method. Applied Sciences, 2020;10:706. https://doi.org/10.3390/app10020706

Kibar H,OzturkT, Determination of concrete quality with destructive and non-destructivemethods. Computers and Concrete, 2015;15:473–484. https://doi.org/10.12989/cac.2015.15.3.473

KarahanŞ, BüyüksaraçA, IşıkE.The Relationship Between Concrete Strengths Obtained by Destructive and Non-destructive Methods. Iranian Journal of Science and Technology, Transactions of Civil Engineering, 2020;44:91–105. https://doi.org/10.1007/s40996-019-00334-3

Dihanbaev B I,DikhanbaevA B.The development of the thermal schemes joint processing of sulphide of lead concentrates, and waste slags by the method of extreme power saving. Kompleksnoe ispolʹzovanie mineralʹnogo syrʹâ/Complex Use of Mineral Resources/Mineraldik shikisattardy Keshendi Paidalanu, 2019;308:51-61. https://doi.org/10.31643/2019/6445.06

BekbayevaL, NegimE-S, YeligbayevaG, GanjianE.The effect of blend copolymers on physico-mechanical properties of mortar. Kompleksnoe ispolʹzovanie mineralʹnogo syrʹâ/Complex Use of Mineral Resources/Mineraldik shikisattardy Keshendi Paidalanu, 2019;311:5-11. https://doi.org/10.31643/2019/6445.32

Interstate standard ASTM C1074-17.Method, Standard Practice for Estimating Concrete Strength by the Maturity. 2017. https://www.astm.org/c1074-17.html

Interstate standard CSA A23.1/A23.2. Concrete Materials and Methods of Concrete Construction/Test Methods and Standard Practice for Concrete. 2014. https://civilnode.com/download-standard/10644237618004/csa-a23119a23219-concrete-materials-and-methods-of-concrete-constructiontest-methods-and-standard-practices-for-concrete

Interstate standard NEN 5970.Determination of strength of fresh concrete with the method of weighted maturity. 2001. https://standards.globalspec.com/std/10294720/NEN%205970

Interstate standard DIN 1045-3. Concrete, reinforced and prestressed concrete structures -Part 3: Execution of structures -application rules for DIN EN 13670.2013. https://standards.globalspec.com/std/1494526/din-1045-3

Interstate standard NCH 170.Hormigon–Requisitos generals (Concrete–General requirements). 2016. https://ru.scribd.com/document/455151872/NCH170-2016

Interstate standard ST–NP SRO SSК–04–2013, Temperature and strength control of concrete during the construction of monolithic structures in winter. 2013. https://docs.cntd.ru/document/1200143622

Interstate standard GOST 10180. Concretes. Methods for strength determination using reference specimens.2012. https://docs.cntd.ru/document/1200100908

Interstate standard GOST 18105. Concretes. Rules for control and assessment of strength, 2018. https://docs.cntd.ru/document/1200164028

Interstate standard GOST 22690. Concretes. Determination of strength by mechanical methods of non-destructive testing. 2015.https://docs.cntd.ru/document/1200124396

LukpanovR E, DyussembinovD S, UtepovY B, BazarbayevD O, TsygulyovD V, YenkebayevS B, ShakhmovZ A.Homogeneous pore distribution in foam concrete by two-stage foaming. Magazine of Civil Engineering, 2021;3:10313. https://doi.org/10.34910/MCE.103.13

Soutsos M,KanavarisF.The modified nurse-saul (MNS) maturity function for improved strength estimates at elevated curing temperatures. Case Studies in Construction Materials, 2018;9e00206. https://doi.org/10.1016/j.cscm.2018.e00206

Aniskin A,TulebekovaA S.A unified approach for temperature and strength control of concrete. Bulletin of L.N. Gumilyov Eurasian National University., 2021;135:71–81. https://doi.org/10/gn32rk

UtepovY, AniskinA, TulebekovaA, AldungarovaA, ZharassovS, SarsembayevaA.Complex Maturity Method for Estimating the Concrete Strength Based on Curing Temperature, Ambient Temperature and Relative Humidity. Applied Sciences, 2021;11:7712. https://doi.org/10.3390/app11167712

UtepovY, AniskinA, TulebekovaA, ZharassovS,AldungarovaA.RSSI Performance of Maturity Sensor Based on LoRaWAN Network. Trudy Universiteta, 2021:232–240. https://doi.org/10/gnx9jh

UtepovY, TulebekovaA, AkhazhanovS, ZharassovS, Bazarbayev D. Prototyping of a concrete maturity sensor with a hermetically sealed housing made of two-component plastic. Bulletin of the Karaganda University. “Physics” Series, 2021;103:60–70. https://doi.org/10/gn32tt