Influences of sub-zero temperature on dynamic tensile behavior of rhyolite porphyry

IF 3.8 2区 工程技术 Q1 ENGINEERING, CIVIL
Zilong Zhou , Fanjunhui Mo , Xin Cai , Chu Wang , Chunping Lin , Yuanping Lai , Shaohui Tang , Zhongkang Wang
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Abstract

The mechanical behavior of rock materials in cold regions undergoes significant alterations under sub-zero temperatures. To understand the dynamic tensile properties of rhyolite porphyry (RP) under cryogenic conditions, a series of dynamic Brazilian disc tests were carried out on RP specimens within a temperature range from 10 °C to −40 °C covering a wide range of loading rate utilizing a split Hopkinson pressure bar. The test results demonstrate that, under sub-zero temperature conditions, the dynamic tensile strength (DTS) of RP is dependent on loading rate, increasing exponentially with loading rate across all temperatures. Additionally, at a given loading rate, the DTS initially increases and subsequently declines with decreasing temperature. Scanning electronic microscope (SEM) analysis reveals that the extreme cooling (−20 °C to −40 °C) induces inconsistent mineral shrinkage, generating microcracks that degrade macroscopic strength. The skeleton contraction stress theory is incorporated to computationally quantify freezing-induced contraction stress among distinct mineral constituents within RP specimens, theoretically confirming significant contraction stress differentials between compositional phases. Furthermore, a predictive model for rock strength, integrating temperature and loading rate effects, was developed through response surface methodology. The predicted values from this model showed good agreement with the experimental data, indicating its reliability for rock strength prediction.
低温对流纹斑岩动态拉伸行为的影响
寒冷地区岩石材料的力学行为在零下温度下发生显著变化。为了了解流纹岩斑岩(RP)在低温条件下的动态拉伸特性,在10°C至- 40°C的温度范围内对RP样品进行了一系列动态巴西盘测试,测试采用了分裂霍普金森压力棒,涵盖了大范围的加载速率。试验结果表明,在零下温度条件下,RP的动态抗拉强度(DTS)与加载速率有关,在所有温度下都随加载速率呈指数增长。此外,在给定的加载速率下,DTS随着温度的降低先增加后下降。扫描电镜(SEM)分析显示,极端冷却(- 20°C至- 40°C)导致矿物不一致收缩,产生微裂纹,降低宏观强度。将骨架收缩应力理论用于计算量化RP试样中不同矿物组分之间的冻结诱导收缩应力,从理论上证实了组分相之间的显著收缩应力差异。在此基础上,利用响应面法建立了考虑温度和加载速率影响的岩石强度预测模型。该模型的预测值与试验数据吻合较好,表明了该模型对岩石强度预测的可靠性。
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来源期刊
Cold Regions Science and Technology
Cold Regions Science and Technology 工程技术-地球科学综合
CiteScore
7.40
自引率
12.20%
发文量
209
审稿时长
4.9 months
期刊介绍: Cold Regions Science and Technology is an international journal dealing with the science and technical problems of cold environments in both the polar regions and more temperate locations. It includes fundamental aspects of cryospheric sciences which have applications for cold regions problems as well as engineering topics which relate to the cryosphere. Emphasis is given to applied science with broad coverage of the physical and mechanical aspects of ice (including glaciers and sea ice), snow and snow avalanches, ice-water systems, ice-bonded soils and permafrost. Relevant aspects of Earth science, materials science, offshore and river ice engineering are also of primary interest. These include icing of ships and structures as well as trafficability in cold environments. Technological advances for cold regions in research, development, and engineering practice are relevant to the journal. Theoretical papers must include a detailed discussion of the potential application of the theory to address cold regions problems. The journal serves a wide range of specialists, providing a medium for interdisciplinary communication and a convenient source of reference.
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