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The Influence of Temperature on Mode I Fracture Toughness and Fracture Characteristics of Sandstone

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Abstract

This study investigated the influence of temperature on the mode I fracture toughness of sandstone using semicircular bend specimens. Fracture characteristics were studied using scanning electron microscopy and other means. The results showed that temperature influenced fracturing in three stages along a temperature gradient. In the low-temperature stage (20–100 °C), fracture toughness increases slowly, with a total increase of approximately 11%. At the medium-temperature stage (100–500 °C), fracture toughness decreases slowly, at a rate of approximately 18%. During the high-temperature stage (500–800 °C), fracture toughness was reduced by approximately 44%. The mode I fracture toughness has a clear temperature threshold (500–600 °C). Below this threshold, the fracture toughness decreases slowly. When the temperature threshold is reached, the fracture toughness decreases sharply. The sharp decrease is mainly caused by the creation of a fragmentation structure. The sandstone experiences more transgranular fracture mechanics in the low-temperature stage compared to the high-temperature stage. Above 100 °C, the mechanisms include transgranular fracturing, intergranular fracturing, thermal cracking, and mutual coupling fracturing. When the temperature exceeds 500 °C, several different fragmentation structures are seen. This research study provides significant data to evaluate fracture characteristics and rock safety and stability after heat treatment.

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Abbreviations

SCB:

Semicircular bend

SEM:

Scanning electron microscopy

ISRM:

International Society of Rock Mechanics

R :

Sample radius (mm)

B :

Sample thickness (mm)

a :

Pre-crack length (mm)

S :

Support span (mm)

P :

Load (N)

D :

Sample diameter (mm)

K IC :

Mode I fracture toughness (MPa mm1/2)

P max :

Peak load of specimen failure (N)

Y′:

Dimensionless stress intensity factor

UCS:

Uniaxial compressive strength (MPa)

T :

Temperature (°C)

σ t :

Average UCS (MPa)

ε t :

Average peak strain (10−3)

E t :

Average elastic modulus (GPa)

S max :

Deviation distance (mm)

XRF:

X-ray fluorescence

XRD:

X-ray diffraction

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Acknowledgements

This study was supported by the National Key Basic Research Development Program of China (973 Program) (Grant No. 2014CB239200) and the National Natural Science Foundation of China (Grant No. 51574173).

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Authors and Affiliations

  1. Hubei Key Laboratory of Waterjet Theory and New Technology, Wuhan, China

    Gan Feng, Yong Kang & Xiao-hong Li

  2. Institute of Mining Technology, Taiyuan University of Technology, Taiyuan, China

    Tao Meng & Yao-qing Hu

  3. School of Civil and Architectural Engineering, Wuhan University, Wuhan, China

    Gan Feng

  4. School of Power and Mechanical Engineering, Wuhan University, Wuhan, China

    Yong Kang & Xiao-hong Li

Authors
  1. Gan Feng
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  2. Yong Kang
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  3. Tao Meng
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  4. Yao-qing Hu
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  5. Xiao-hong Li
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Correspondence to Yong Kang.

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Feng, G., Kang, Y., Meng, T. et al. The Influence of Temperature on Mode I Fracture Toughness and Fracture Characteristics of Sandstone. Rock Mech Rock Eng 50, 2007–2019 (2017). https://doi.org/10.1007/s00603-017-1226-y

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  • DOI: https://doi.org/10.1007/s00603-017-1226-y

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