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Finite element model for linear-elastic mixed mode loading using adaptive mesh strategy 被引量:1
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作者 Miloud SOUIYAH Abdulnaser ALSHOAIBI +1 位作者 A. MUCHTAR A.K. ARIFFIN 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2008年第1期32-37,共6页
An adaptive mesh finite element model has been developed to predict the crack propagation direction as well as to calculate the stress intensity factors (SIFs), under linear-elastic assumption for mixed mode loading... An adaptive mesh finite element model has been developed to predict the crack propagation direction as well as to calculate the stress intensity factors (SIFs), under linear-elastic assumption for mixed mode loading application. The finite element mesh is generated using the advancing front method. In order to suit the requirements of the fracture analysis, the generation of the background mesh and the construction of singular elements have been added to the developed program. The adaptive remeshing process is carried out based on the posteriori stress error norm scheme to obtain an optimal mesh. Previous works of the authors have proposed techniques for adaptive mesh generation of 2D cracked models. Facilitated by the singular elements, the displacement extrapolation technique is employed to calculate the SIK The fracture is modeled by the splitting node approach and the trajectory follows the successive linear extensions of each crack increment. The SlFs values for two different case studies were estimated and validated by direct comparisons with other researchers work. 展开更多
关键词 linear-elastic fracture mechanics Adaptive refinement Stress intensity factors (SIFs) Crack propagation
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断裂力学理论及其研究方法在材料学中的应用 被引量:6
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作者 孙凯 刘忆 《辽宁工程技术大学学报(自然科学版)》 CAS 北大核心 2005年第z1期230-232,共3页
综述了断裂力学理论的产生和发展的历史过程及断裂力学理论的主要内容。论述了断裂力学的两大理论:线弹性断裂力学理论和弹塑性断裂力学理论的主要内容及其研究方法在材料磨损研究以及估算材料使用条件和安全寿命研究方面取得的成果以... 综述了断裂力学理论的产生和发展的历史过程及断裂力学理论的主要内容。论述了断裂力学的两大理论:线弹性断裂力学理论和弹塑性断裂力学理论的主要内容及其研究方法在材料磨损研究以及估算材料使用条件和安全寿命研究方面取得的成果以及发展水平。 展开更多
关键词 断裂力学 线弹性断裂力学 弹塑性断裂力学
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隧道穿越断层破碎带超前支护力学效应分析 被引量:3
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作者 索超峰 《建筑技术开发》 2020年第20期85-86,共2页
隧道穿越断层破碎带时,围岩稳定性较差,仅施作“锚喷+钢拱架”支护,难以确保施工安全,有必要采取超前辅助措施,提高围岩稳定性。依托尖子山隧道,建立二维数值计算模型,分析隧道穿越断层带时不同超前支护措施的力学效应,提出合理的超前... 隧道穿越断层破碎带时,围岩稳定性较差,仅施作“锚喷+钢拱架”支护,难以确保施工安全,有必要采取超前辅助措施,提高围岩稳定性。依托尖子山隧道,建立二维数值计算模型,分析隧道穿越断层带时不同超前支护措施的力学效应,提出合理的超前支护形式,为施工提供指导。 展开更多
关键词 断层破碎带 隧道 超前支护 力学效应 数值模拟
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