ISSN 1000-3665 CN 11-2202/P

    轴向冲击下含孔洞岩石动态响应与能量演化机理数值研究

    Numerical study on dynamic response and energy evolution mechanisms of perforated rock subjected to axial impact

    • 摘要: 天然岩石普遍存在孔洞缺陷,为探究含孔洞岩样在冲击荷载作用下的力学特性和能量演化规律,先基于有限元软件ANSYS/LS-DYNA与Holmquist-Johnson-Cook(HJC)本构模型,对含不同尺寸的圆形和方形开孔岩样进行压缩模拟研究。接着,分析了孔洞形状与孔洞面积对岩样的强度和变形特征的影响,并考察了不同类型开孔岩样的裂纹发展与破坏特征。最后,分别阐释了这些岩样在冲击破坏过程中的能量转化机制。结果表明:含孔洞岩样的峰值应力和弹性模量均低于完整岩样,且随孔洞面积的增大分别呈指数和线性函数衰减;在冲击荷载下,含孔洞岩样的开裂时间早于完整岩样,岩样的破碎程度与孔洞面积呈正相关,且在同样孔洞面积下方形孔洞岩样破坏程度比圆形孔洞岩样更剧烈;随着孔洞面积的增大,岩样的透射能逐渐减小,耗散能逐渐增大,圆形和方形孔洞岩样的能耗密度均呈线性增长趋势。孔洞对岩样的劣化作用明显,且方形孔洞劣化强于圆形孔洞,能量演化规律与破坏模式密切相关。研究成果可为动态载荷下岩体工程建设及防灾减灾等提供参考。

       

      Abstract: Natural rocks commonly contain void defects. To investigate the mechanical response and energy evolution mechanisms of perfortated rocks under impact loads, dynamic compression simulations were first conducted using the finite element software ANSYS/LS-DYNA and the Holmquist-Johnson-Cook (HJC) constitutive model. Numerical models featured rock samples containing circular and square holes of varying sizes. Then, the influence of hole geometry (shape and area) on the sample strength, deformation characteristics and crack development pattens were analyzed. Finally, the energy conversion mechanisms during the impact-induced failure for various types of rock samples were elucidated. The results show that the peak stress and elastic modulus of perforated samples are consistently lower than those of intact samples, exhibiting exponential and linear decreases respectively with increasing hole area. Under impact load, perforated samples initiate cracking earlier than intact sample. Sample fragmentation degree correlate positively with hole area. Square hole induce significantly stronger deterioration in mechanical properties than circular hole of equivalent area. Transmitted energy decreases gradually while the dissipated energy increases progressively with larger hole area. Energy consumption density increase linearly for both hole shapes. Hole-induced deterioration is pronounced, with square hole exhibiting stronger effects than circular hole. Energy evolution is closely linked to observed damage patterns. These results provide valuable references for rock engineering construction and disaster prevention/mitigation under dynamic loading conditions.

       

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