Bonding property and seismic behavior of reinforced concrete and finite element analysis

Jiao, Lili; Tao, Fanghong

doi:10.1007/s12517-019-5006-8

Cited by 2 publications

(1 citation statement)

References 6 publications

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“…In the analysis of reinforced concrete structures, ANSYS can not only provide data on the basic mechanical characteristics analysis, including the displacement, strain, and stress caused by the structure under load, but also record and analyze the concrete compression yield, plastic creep of steel bars and bond-slip between steel bars and concrete. Therefore, it is a feasible method to simulate the freezing shaft lining structures by ANSYS [20][21][22][23][24].…”

Section: Establishment Of the Numerical Model Of The Hfrc Shaft Lining Structurementioning

confidence: 99%

Numerical Analysis of a Novel Shaft Lining Structure in Coal Mines Consisting of Hybrid-Fiber-Reinforced Concrete

Wang

Chen

et al. 2020

Crystals

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To address the temperature cracking of concrete in frozen shaft linings in extra-thick alluvial layers in coal mines, a novel shaft lining structure of coal mines consisting of hybrid-fiber-reinforced concrete (HFRC) was developed. Using the Finite Element Method (FEM), a numerical simulation test of the HFRC shaft lining structure with four factors and three levels was carried out, and the mechanical characteristics of the shaft lining structure were obtained. The results show that under a uniform surface load, the maximum hoop stress position of the HFRC shaft lining presents a transition trend from the inside surface to the outside surface; the hoop strain of shaft lining concrete is always a compressive strain, and the inside surface is greater than the outside surface. The empirical formula for the ultimate capacity of this new type of shaft lining structure was obtained by fitting. Compared with the model test results, the maximum relative error of the calculated value is only 6.69%, which provides a certain reference value for designing this kind of shaft lining structure.

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Section: Establishment Of the Numerical Model Of The Hfrc Shaft Lining Structurementioning

confidence: 99%

Numerical Analysis of a Novel Shaft Lining Structure in Coal Mines Consisting of Hybrid-Fiber-Reinforced Concrete

Wang

Chen

et al. 2020

Crystals

View full text Add to dashboard Cite

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Seismic behaviour of a steel-reinforced concrete inclined column transfer structure under different axial force ratios

et al. 2021

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Bonding property and seismic behavior of reinforced concrete and finite element analysis

Cited by 2 publications

References 6 publications

Numerical Analysis of a Novel Shaft Lining Structure in Coal Mines Consisting of Hybrid-Fiber-Reinforced Concrete

Numerical Analysis of a Novel Shaft Lining Structure in Coal Mines Consisting of Hybrid-Fiber-Reinforced Concrete

Seismic behaviour of a steel-reinforced concrete inclined column transfer structure under different axial force ratios

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