张军胜, 郭帅房, 张新生, 王利, 曹运兴, 刘高峰. 冲击荷载下煤的塑性硬化-软化过程动态损伤本构模型[J]. 煤炭学报, 2021, 46(S2): 759-769.
引用本文: 张军胜, 郭帅房, 张新生, 王利, 曹运兴, 刘高峰. 冲击荷载下煤的塑性硬化-软化过程动态损伤本构模型[J]. 煤炭学报, 2021, 46(S2): 759-769.
ZHANG Junsheng, GUO Shuaifang, ZHANG Xinsheng, WANG Li, CAO Yunxing, LIU Gaofeng. Dynamic damage constitutive model of plastic hardening⁃softening process of coal under impacting load[J]. Journal of China Coal Society, 2021, 46(S2): 759-769.
Citation: ZHANG Junsheng, GUO Shuaifang, ZHANG Xinsheng, WANG Li, CAO Yunxing, LIU Gaofeng. Dynamic damage constitutive model of plastic hardening⁃softening process of coal under impacting load[J]. Journal of China Coal Society, 2021, 46(S2): 759-769.

冲击荷载下煤的塑性硬化-软化过程动态损伤本构模型

Dynamic damage constitutive model of plastic hardening⁃softening process of coal under impacting load

  • 摘要: CO2 气相压裂已经成为我国高瓦斯突出煤矿一种有效的瓦斯综合治理技术,是低频、低速、 长波非炸药爆破技术,破坏煤体的机理和过程与炸药爆破高应变率冲击作用不同,可能更接近于中 应变率冲击条件下的破坏机制。 为研究CO2气相压裂冲击作用下煤体破坏特征,利用分离式霍普金 森压杆(SHPB)试验系统对阳泉矿区新元矿的煤样进行 10 ~ 100 s-1 中应变率条件下的动态冲击试 验,分析煤在冲击荷载下脆性破坏向延性破坏转化的特性和应力-应变曲线峰值前硬化、峰值后软 化机制。 引入受应变率控制的动态弹性模量ED,建立煤的塑性硬化-软化过程动态损伤本构模型, 并给出模型参数的物理意义及拟合方法,验证模型的正确性。 结果表明:1 冲击荷载下煤的动态 应力-应变曲线近似为理想弹塑性变形过程,表现为应力峰值前的应变硬化与峰值后的应变软化 特性。 其内部裂隙损伤演化破坏过程呈现I-无损伤、II-微裂隙演化、III-宏观裂纹成核、IV-宏观 裂纹扩展及崩塌破坏 4 个阶段。 2 构建的方程描述了煤塑性硬化-软化全过程,发展了应力-应变 曲线 BC 段应变软化过程的精确描述方法。 3 新模型仅含有 5 个动力参数,具有力学意义明确、参数少和拟合计算方便的优点。 其中动态弹性模量 ED 、极限应变 εs 、峰后应变 εBI 随应变率 ·ε 的增大而增大,脆性指数 n 随应变率 ·ε 的增大而整体减小;同时 εs , εBI 控制损伤累积和宏观裂纹成核过 程。 4 与前人研究成果对比分析表明,新模型精度高、普适性更强,同时适用于表征中、高应变率 冲击条件下煤的塑性软化损伤破坏特征。

     

    Abstract: The CO2 gas fracturing has become an effective comprehensive treatment technology for high gassy and out⁃ burst coal mines in China,which is a low⁃frequency,low⁃velocity,long⁃wave,non⁃explosive technology. The mechanism and process of destroying coal are different from the high strain rate impact of explosive,and may be closer to the dam⁃ age mechanism under medium strain rate impact. In order to study the coal failure characteristics under the impact of CO2 fracturing,the separated Hopkinson pressure bar (SHPB) test system was used to conduct the impacting tests on coal samples taken from Xinyuan coal Mine,in Yangquan Mining Area,Shanxi province under the conditions of me⁃ dium strain rate (10-100 s-1). Through the analysis on the characteristics of coal brittle failure to ductile failure and the mechanism of pre⁃peak hardening and post⁃peak softening of the stress⁃strain curve,the dynamic damage con⁃ stitutive model describing plastic hardening⁃softening mechanism was established,including the dynamic elastic modu⁃ lus ED controlled by the strain rate. Moreover,the physical meaning and fitting method of the model parameters were given to verify the correctness of the model. The research results show that 1 the dynamic stress⁃strain curve of coal is approximately the ideal elastoplastic deformation process under the impacting load,which shows the charac⁃ teristics of pre⁃peak strain hardening and post⁃peak softening. The process of internal fracture damage evolution is de⁃ fined in four stages: I⁃no damage,II⁃micro⁃crack evolution,III⁃macro crack nucleation,and IV⁃macro crack propa⁃ gation,collapse failure stage. 2 The constructed equation of model can describe the whole process of plastic hardening and softening of coal,especially developing an accurate description method of the strain softening process in the BCsection of the stress⁃strain curve. 3 The new model contains only five dynamic parameters,which has the advantages of clear mechanical meaning,fewer parameters,and convenient fitting calculation. Among the five parameters,the dynamic elastic modulus E , ultimate strain ε and post⁃peak strain εB increase with the increase of strain rate ·ε ,DsIwhile the brittleness index n decreases as the strain rate increases. Furthermore,the processes of damage accumulation and macro crack nucleation are controlled by ultimate strain ε and post⁃peak strain εB . 4 Compared with previous re⁃sIsearch,the new model has higher accuracy and stronger universality,and is also suitable for describing the plastic sof⁃ tening damage and failure characteristics of coal under medium and high strain rate impacting conditions.

     

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