Author
Listed:
- HAI-CHUN HAO
(State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering, Shenzhen University, Shenzhen 518060, P. R. China†Shenzhen Key Laboratory of Deep Underground, Engineering Sciences and Green Energy, Shenzhen University, Shenzhen 518060, P. R. China)
- MING-ZHONG GAO
(State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering, Shenzhen University, Shenzhen 518060, P. R. China†Shenzhen Key Laboratory of Deep Underground, Engineering Sciences and Green Energy, Shenzhen University, Shenzhen 518060, P. R. China)
- YAN WU
(State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering, Shenzhen University, Shenzhen 518060, P. R. China†Shenzhen Key Laboratory of Deep Underground, Engineering Sciences and Green Energy, Shenzhen University, Shenzhen 518060, P. R. China)
- XUE-MIN ZHOU
(State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering, Shenzhen University, Shenzhen 518060, P. R. China†Shenzhen Key Laboratory of Deep Underground, Engineering Sciences and Green Energy, Shenzhen University, Shenzhen 518060, P. R. China)
- XUAN WANG
(State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering, Shenzhen University, Shenzhen 518060, P. R. China†Shenzhen Key Laboratory of Deep Underground, Engineering Sciences and Green Energy, Shenzhen University, Shenzhen 518060, P. R. China)
- ZHENG GAO
(State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering, Shenzhen University, Shenzhen 518060, P. R. China†Shenzhen Key Laboratory of Deep Underground, Engineering Sciences and Green Energy, Shenzhen University, Shenzhen 518060, P. R. China)
- ZHAO-YING YANG
(State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering, Shenzhen University, Shenzhen 518060, P. R. China†Shenzhen Key Laboratory of Deep Underground, Engineering Sciences and Green Energy, Shenzhen University, Shenzhen 518060, P. R. China)
Abstract
To achieve in situ condition-preserved coring of the lunar surface and deep lunar rocks and a return mission, it is necessary to explore the mechanical properties and failure modes of simulated lunar rocks that have physical and mechanical properties approximately equivalent to those of mare basalt under simulated lunar temperature environments ( − 120∘C to 200∘C). To this end, real-time uniaxial compression tests were conducted on simulated lunar rocks under corresponding in situ temperature conditions, and the mechanical properties, deformation characteristics, micromorphology, and failure modes were analyzed. Based on the macroscopic analysis, as the environmental temperature decreases, the uniaxial compressive strength, peak strain, and peak strain duration of simulated lunar rocks exhibit a nonlinear increasing trend, with maximum increases of 33.00%, 36.16%, and 49.25% from those at room temperature, respectively. Based on microscopic analysis, the intergranular fractures run through the entire samples under the environmental temperature. As the environmental temperature increases, intergranular and transgranular fractures coexist, and layered fractures appear at high temperatures. At the same time, some samples exhibit undulating and stepped morphologies caused by shear stress. For the fractal dimension of a simulated lunar rock main fracture surface, the fractal dimension of the actual angle and the corrected angle increase first and then decrease with increasing environmental temperature, and the maximum error of the two is only 1.84%. The overall fractal dimension ranges from 2.02 to 2.28, and the fractal dimension under real-time high-temperature conditions is higher than that under real-time low-temperature conditions. In addition, the failure mode of the simulated lunar rocks under real-time in situ temperature changes is a combined tensile–shear failure mode with shear failure (primary) and tensile failure (secondary). The above research results are expected to be applied to in situ condition-preserved coring in extreme lunar environments and provide a scientific basis for the design and development of in situ condition-preserved coring robot systems for the extreme environment of deep space.
Suggested Citation
Hai-Chun Hao & Ming-Zhong Gao & Yan Wu & Xue-Min Zhou & Xuan Wang & Zheng Gao & Zhao-Ying Yang, 2024.
"The Mechanical Properties And Failure Mode Of Simulated Lunar Rock By In Situ Temperature Real-Time Action Of Lunar-Based,"
FRACTALS (fractals), World Scientific Publishing Co. Pte. Ltd., vol. 32(04), pages 1-18.
Handle:
RePEc:wsi:fracta:v:32:y:2024:i:04:n:s0218348x24400206
DOI: 10.1142/S0218348X24400206
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