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首页|期刊导航|同济大学学报(自然科学版)|等幅循环荷载下钾长花岗岩疲劳损伤力学特性试验

等幅循环荷载下钾长花岗岩疲劳损伤力学特性试验

吕玺琳 张海 刘先林 米德才 薛大为

同济大学学报(自然科学版)2025,Vol.53Issue(10):1508-1517,10.
同济大学学报(自然科学版)2025,Vol.53Issue(10):1508-1517,10.DOI:10.11908/j.issn.0253-374x.24247

等幅循环荷载下钾长花岗岩疲劳损伤力学特性试验

Fatigue Damage Mechanics of Potassic Granite Under Constant Amplitude Cyclic Loading

吕玺琳 1张海 2刘先林 3米德才 4薛大为1

作者信息

  • 1. 同济大学 土木工程学院,上海 200092||同济大学 岩土及地下工程教育部重点实验室,上海 200092
  • 2. 同济大学 土木工程学院,上海 200092
  • 3. 同济大学 土木工程学院,上海 200092||广西交通设计集团有限公司,广西 南宁 530029
  • 4. 广西交通设计集团有限公司,广西 南宁 530029
  • 折叠

摘要

Abstract

To investigate the effects of the upper limit stress ratio on the fatigue damage mechanics of potassic granite,uniaxial compression tests and constant amplitude cyclic loading tests with four upper limit stress ratios(0.75,0.80,0.85,0.90)were conducted.Based on the experimental data,the stress-strain curves,fatigue life,fatigue limit strain ratio,as well as the macroscopic and microscopic evolution pattern of granite failure characteristics were summarized and analyzed.Based on the hysteresis curves during cyclic loading,key parameters such as dynamic modulus,damping ratio,dynamic Poisson's ratio,and cumulative residual strain were calculated.Additionally,a damage value computation method based on average residual strain was proposed to describe the deformation and failure process of the rock sample.The results indicate the presence of a dilatancy stress ratio.When the upper limit stress ratio exceeds this threshold,the samples undergo fatigue failure,and the fatigue life decreases as the upper limit stress ratio increases.The axial deformation during fatigue failure is governed by the evolution of the uniaxial static stress-strain curve.Macroscopically,the extent of damage in the samples increases with the upper limit stress ratio,while microscopically,the complexity of fracture morphology also intensifies.The dynamic elastic modulus and Poisson's ratio during fatigue failure exhibit a two-stage variation trend,while the damping ratio and residual strain show a three-stage varying feature.The fatigue damage values,calculated using the average residual strain method,exhibit a three-stage"inverse'S-shaped'"evolution pattern as the number of cycles increases.Finally,a low-cycle fatigue damage model was introduced to describe the fatigue damage pattern,whose predictive performance was satisfactory according to the comparison with experimental data.

关键词

循环荷载/钾长花岗岩/疲劳损伤/变形特征

Key words

cyclic loading/potassic granite/fatigue damage/deformation characteristics

分类

建筑与水利

引用本文复制引用

吕玺琳,张海,刘先林,米德才,薛大为..等幅循环荷载下钾长花岗岩疲劳损伤力学特性试验[J].同济大学学报(自然科学版),2025,53(10):1508-1517,10.

基金项目

国家重点研发计划项目(2023YFE0120100),广西重点研发计划项目(AB22080024) (2023YFE0120100)

同济大学学报(自然科学版)

OA北大核心

0253-374X

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