不同倾角预制裂纹缺陷与运动裂纹的相互作用

岳中文; 宋耀; 王煦; 李明洋; 李明林

doi:10.11883/1001-1455(2017)01-0162-07

不同倾角预制裂纹缺陷与运动裂纹的相互作用

doi: 10.11883/1001-1455(2017)01-0162-07

中国矿业大学(北京)力学与建筑工程学院, 北京 100083

基金项目:

国家自然科学基金项目 51374210

中央高校基本科研业务费专项基金项目 2009QL15

详细信息

作者简介:
岳中文(1975—)，男，博士，副教授，zwyue75@163.com

中图分类号: O346.1
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- 被引次数: 0
出版历程
- 收稿日期: 2015-01-21
- 修回日期: 2016-07-18
- 刊出日期: 2017-01-25

Interaction between a pre-existing crack defect with different angles and a running crack

School of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing 100083, China

摘要

摘要: 为了研究运动裂纹与不同倾角预制裂纹缺陷之间的作用机制，采用数字激光动态焦散线方法对含不同倾角预制裂纹缺陷的三点弯曲梁进行冲击实验。研究结果表明，在冲击载荷作用下，预制裂纹缺陷尖端均产生了次生裂纹；当运动主裂纹与预制裂纹缺陷贯通时，次生裂纹不会立即起裂，而是经过0~10 μs的能量积蓄后，次生裂纹才起裂；运动主裂纹应力强度因子峰值与次裂纹起裂时的应力强度因子值均随预制裂纹倾角的增大而增大。
- 固体力学 /
- 动态应力强度因子 /
- 预制裂纹缺陷 /
- 动态焦散线 /
- 冲击荷载 /
- 三点弯曲梁
Abstract: Using the digital-laser dynamic caustic system, the impact tests of the three-point bending beam were performed to investigate the interaction mechanism between a pre-existing crack defect with different angles and a running crack. The experimental results show that the secondary cracks were initiated at the tips of the middle pre-existing cracks under impact loading; the secondary cracks at the tip of the pre-existing cracks would not initiate until they have accumulated more energy in 0-10 μs; both the peak value of the dynamic stress intensity factor of the main cracks and the secondary cracks would rise with the increase of the pre-existing cracks angle in the central part of the specimen.
- solid mechanics /
- dynamic stress intensity factor /
- pre-existing crack defect /
- dynamic caustics /
- impact loading /
- three-point bending beam

HTML全文

图 1 动态焦散线实验系统示意图

Figure 1. Schematics of digital-laser dynamic caustic system

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图 2 实验试件模型示意图

Figure 2. Schematics of experimental specimen model

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图 3 不同预制缺陷情况下实验结果图

Figure 3. Experimental results with different pre-existed flaws

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图 4 试件裂纹扩展的焦散斑图片

Figure 4. Serial dynamic caustics patterns of crack propagation in specimens

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图 5 裂纹扩展速度与时间关系

Figure 5. Relationship between crack propagating velocity and time

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图 6 动态应力强度因子与时间关系

Figure 6. Relationship between dynamic stress intensity factor and time

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