DEFORMATION DETERMINATION BY A DEVELOPED MONITORING SYSTEM WITH A DEPTH SENSOR FOR MONITORING THE STRESS-STRAIN STATE OF BUILDING STRUCTURES
Аннотация
An experimental setup for calibrating a depth gauge is described. Test results for a specimen equipped with the depth gauge are presented. The dependence of deformation on depth gauge readings is presented. The model obtained from the depth gauge allows for the prediction of specimen deformation with 99% accuracy and the remaining service life (the last 10%) with 100% accuracy.
Библиографические ссылки
Berg O.J. Fizicheskie osnovy teorii prochnosti betona i zhelezobetona. – M.: Gosstrojizdat, 1962. – 96 s.
Betony. Metody opredelenija harakteristik treshhinostojkosti (vjazkosti razrushenija) pri staticheskom nagruzhenii : GOST. – Vved. 01.09.22. – Moskva: Rossijskij institut standartizacii. Os-novnye polozhenija, 2022.
Tenzorezistory. Jenciklopedija [Electronic resource] / Geotechdata — Mode of access: Tenzorezistory. Jenciklopedija jelektroniki L7805CV — Date of access: 15.09.2025.
Personal project platform for managing all your Ansys products [Electronic resource] / Geotechdata.
Belousov A.V. Opredelenie predela prochnosti asfal'tobetona na rastjazhenie sovmeshhjonnymi metodami issledovanija / Belousov A.V. — Novopolock., 2021.
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