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浙江大学学报(工学版)  2020, Vol. 54 Issue (2): 365-373    DOI: 10.3785/j.issn.1008-973X.2020.02.018
机械与能源工程     
铝锂合金/FM94胶接接头内聚力模型参数识别
汪必升1(),李毅波1,2,*(),袁顺1,李剑1
1. 中南大学 机电工程学院,湖南 长沙 410083
2. 中南大学 高性能复杂制造国家重点实验室,湖南 长沙 410083
Parameter identification of cohesive zone model for Al-Li alloy/FM94 bonded joints
Bi-sheng WANG1(),Yi-bo LI1,2,*(),Shun YUAN1,Jian LI1
1. College of Mechanical and Electrical Engineering, Central South University, Changsha 410083, China
2. State Key Laboratory of High Performance and Complex Manufacturing, Central South University, Changsha 410083, China
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摘要:

为了正确预测铝锂合金/FM94胶接接头的强度与失效特征,采用ABAQUS软件建立胶接接头的内聚力仿真模型. 针对内聚力模型关键参数的确定问题,利用材料力学和断裂力学相关理论推导I、II型断裂失效形式下断裂能的计算公式;通过实验测定FM94胶接铝锂合金标准双悬臂梁(I型失效)和三点弯曲试样(II型失效)的力-位移曲线,计算并确定不同失效模式下的内聚力模型参数;采用三角形内聚力理论模型和所确定的模型参数进行双悬臂梁标准试样、三点弯曲标准试样及单搭接接头的强度与断裂失效过程的数值仿真. 结果表明:仿真结果与实验数据较一致,在不同加载速率下断裂载荷最大误差为4.4%,断裂位移最大误差为3.8%,验证内聚力模型参数确定方法合理,模型参数正确.

关键词: 铝锂合金FM94胶内聚力模型断裂能单搭接接头    
Abstract:

The cohesive zone model of the bonded joint was established by ABAQUS software, in order to correctly predict the strength and failure characteristics of Al-Li alloy/FM94 bonded joints. The calculation formulas of the fracture energy under the failure modes of type I and II were deduced based on material mechanics and fracture mechanics, aiming at the identification of the key parameters of the cohesive zone model. The force-displacement curves of FM94 bonded Al-Li alloy standard double cantilever beam (type I failure) and three-point bending specimen (type II failure) were measured experimentally, and the cohesive zone model parameters under different failure modes were calculated and determined. The numerical simulations of the strength and fracture failure process of the double cantilever beam standard specimen, the three-point bending standard specimen and the single lap joint were carried out by using triangular cohesive theory model and the determined model parameters. Results show that the simulation results are in good agreement with the experimental data, and the maximum errors of fracture load and fracture displacement at different loading rates are 4.4% and 3.8%, respectively. It is verified that the cohesive zone model parameters are reasonable and the model parameters are correct.

Key words: Al-Li alloy    FM94 adhesion    cohesive zone model    fracture energy    single lap joint
收稿日期: 2018-12-24 出版日期: 2020-03-10
CLC:  TG 495  
基金资助: 国家自然科学基金资助项目(51575535);中南大学研究生科研创新资助项目(2018zzts448)
通讯作者: 李毅波     E-mail: 1099525378@qq.com;yibo.li@csu.edu.cn
作者简介: 汪必升(1994—),男,硕士生,从事金属胶接理论研究. ocrid.org/0000-0001-9710-4882. E-mail: 1099525378@qq.com
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引用本文:

汪必升,李毅波,袁顺,李剑. 铝锂合金/FM94胶接接头内聚力模型参数识别[J]. 浙江大学学报(工学版), 2020, 54(2): 365-373.

Bi-sheng WANG,Yi-bo LI,Shun YUAN,Jian LI. Parameter identification of cohesive zone model for Al-Li alloy/FM94 bonded joints. Journal of ZheJiang University (Engineering Science), 2020, 54(2): 365-373.

链接本文:

http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2020.02.018        http://www.zjujournals.com/eng/CN/Y2020/V54/I2/365

图 1  双线型内聚力模型的牵引分离法则
图 2  胶接接头的典型失效形式
图 3  弯矩作用下梁的裂纹尖端转角计算示意图
材料 E11 /GPa E22 /GPa G12 /GPa υ12 σc /MPa
FM94 2.42 2.42 0.621 0.38 38.1
Al-Li-S4 75.50 75.50 ? 0.33 475.0
表 1  铝锂合金和FM94胶的材料参数
图 4  双悬臂梁试样几何模型
图 5  双悬臂梁拉伸实验
图 6  不同裂纹开口长度下双悬臂梁拉伸实验结果
a0 /mm F/N GIC/(N?mm?1
40 172.56 1.56
60 128.16 1.94
80 104.58 2.29
100 83.60 2.29
120 69.87 2.30
表 2  I型断裂能计算结果
图 7  三点弯曲试样几何模型
图 8  三点弯曲试验
图 9  不同裂纹开口长度下三点弯曲试验结果
a0 /mm P/N GIIc /(N?mm?1
25 1431.86 1.93
35 1021.50 1.92
45 785.54 1.92
表 3  II型断裂能计算结果
a0 /mm Ft/N Fs /N e/%
40 172.56 176.49 2.28
60 128.16 132.12 3.09
80 104.58 108.11 3.38
100 83.60 86.81 3.84
120 69.87 71.27 2.00
表 4  不同裂纹开口长度下双悬臂梁仿真与实验结果对比
a0 /mm P/N Fs /N e/%
25 1431.86 1455.89 1.68
35 1021.50 1041.21 1.93
45 785.54 799.22 1.74
表 5  不同裂纹开口长度下三点弯曲试样仿真与实验结果对比
图 10  双悬臂梁仿真模型及分析结果
图 11  三点弯曲试样仿真模型及分析结果
图 12  单搭接胶接接头试样的几何模型
图 13  单搭接胶接接头试样强度分析的有限元模型
图 14  胶层单元失效过程的损伤因子
图 15  单搭接胶接接头失效后的胶层分布
图 16  胶层未损伤时的应力分布
编号 F/N Uo/mm
实验1 10 934.76 2.16
实验2 10 972.64 2.14
实验3 10 923.02 2.18
实验4 10 798.50 2.17
实验5 10 650.21 2.13
表 6  单搭接胶接实验与仿真对比
图 17  单搭接接头位移-载荷曲线
v/(mm·min?1 F/N Uo/mm
1 10 687.39 2.01
3 10 787.39 2.06
5 10 855.83 2.16
7 10 759.65 2.11
仿真结果 11 174.21 2.08
表 7  不同加载速率下单搭接胶接实验与仿真对比
图 18  不同加载速率下的胶层失效
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