Dynamic non-linear Mohr-Coulomb strength criterion for hybrid basalt-polypropylene fibre-reinforced concrete under impact loading

• Autorzy: Fu Qiang , Xu Wenrui , Huang Daguan , He Jiaqi , Zhang Lu , Kou Hailei , Niu Ditao

Identyfikatory

DOI

10.1007/s43452-021-00248-w

• Języki publikacji: EN

Abstrakty

EN

Variations in the dynamic triaxial strength of hybrid basalt–polypropylene fibre-reinforced concrete (HBPRC) with strain rate and confining pressure were investigated, and a dynamic non-linear Mohr–Coulomb (M–C) strength criterion for HBPRC was established. The results showed that the dynamic strength of HBPRC increased non-linearly with the strain rate and confining pressure; however, the strain rate effect decreased with an increase in the confining pressure. The restraint effect of the basalt fibre and polypropylene fibre on the cracks enhanced the strain rate effect of the dynamic strength of concrete. The cohesion of HBPRC increased with the strain rate and confining pressure but decreased with an increase in the amount of fibre monofilaments. However, the internal friction angle showed a reverse trend. The established dynamic non-linear M–C strength criterion reflected the relationship of the dynamic strength of HBPRC with the confining pressure and strain rate, as well as the effect of fibre content on dynamic strength. The less average standard deviation and the tangential relationship between the strength envelope and the Mohr’s circle of stress demonstrated the applicability of the established dynamic non-linear M–C strength criterion.

Słowa kluczowe

EN

hybrid basalt–polypropylene fibre-reinforced concrete; strain rate; confining pressure; cohesion; internal friction angle; dynamic nonlinear Mohr-Coulomb strength criterion

PL

beton zbrojony włóknami; odkształcenie; tarcie wewnętrzne

• Wydawca: Springer ; Wrocław University of Science and Technology
• Czasopismo: Archives of Civil and Mechanical Engineering
• Rocznik: 2021
• Tom: Vol. 21, no. 3
• Strony: 95--113
• Opis fizyczny: Bibliogr. 64 poz., rys., wykr.

Twórcy

autor

Fu Qiang

• School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, People’s Republic of China
• State Key Laboratory of Green Building in Western China, Xi’an University of Architecture and Technology, Xi’an 710055, People’s Republic of China

autor

Xu Wenrui

• School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, People’s Republic of China

autor

Huang Daguan

• School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, People’s Republic of China

autor

He Jiaqi

• School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, People’s Republic of China

autor

Zhang Lu

• School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, People’s Republic of China

autor

Kou Hailei

• College of Engineering, Ocean University of China, Qingdao 266100, People’s Republic of China

autor

Niu Ditao

• School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, People’s Republic of China
• State Key Laboratory of Green Building in Western China, Xi’an University of Architecture and Technology, Xi’an 710055, People’s Republic of China

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Uwagi

PL

Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023)