基于有限幅度法的岩石高温损伤试验研究
Experimental study of sandstone heating damage by finite amplitude method
本文采用非线性超声有限幅度法、超声波速法和动弹模法,分别对逐级加热的中风化凝灰质砂岩(加热温度分别为25℃、100℃、150℃、200℃和250℃)进行分析,比较各个试验参数β、Vp、Ed值对岩石内部损伤描述的敏感度。结果表明,本文中的非线性系数β 对表征岩石试件内部的微小损伤方面离散性小且更敏感,说明有限幅度法在岩石损伤方面更具优势。
he main objective of this study is to develop a damage assessment method for sandstone materials. Damage of moderately weathered granite subjected to different heating level is estimated by finite amplitude method of nonlinear ultrasonic in conjunction with two typical linear methods i.e. ultrasonic pulse velocity method and dynamic elastic modulus method. A damage index B which is based on nonlinear parameter β defined in nonlinear ultrasonic theory is proposed in this study. By comparing the results of nonlinear and linear parameters measured for different damage of sandstones, it is found that damage index B is more sensitive to the damage occurrence and development in sandstones and nonlinear ultrasonic techniques may be a better method in damage assessment of rock materials.
尹婷苑、姚仰平、陈军
矿业工程理论与方法论矿山地质、矿山测量
建筑材料非线性超声检测有限幅度法高温损伤敏感性
structural materialnonlinear ultrasonic techniquesfinite amplitude methodheating damagesensitivity
尹婷苑,姚仰平,陈军.基于有限幅度法的岩石高温损伤试验研究[EB/OL].(2015-12-17)[2025-08-11].http://www.paper.edu.cn/releasepaper/content/201512-919.点此复制
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