Application of digital image correlation technology in compression test of stringer stiffened composite curved panels
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摘要: 对复合材料自动铺丝和手工铺丝两种T型加筋曲板进行了单轴压缩试验,采用基于数字图像相关技术(Digital image correlation, DIC)的三维光学测量方法对该型加筋曲板的局部屈曲及后屈曲波形进行实时监测,并与传统应变、位移测量结果进行了对比分析。试验结果表明:DIC能够准确捕捉整个试验过程中的位移场,使用DIC设备观测到的屈曲模态与应变片数据反映的波形具有良好的一致性;不同于传统测量方法,DIC能够准确捕捉蒙皮在后屈曲阶段的屈曲模态转换的全过程;利用DIC技术能够对试验不同时间节点(即不同载荷水平)的屈曲模态进行清晰、直观的观测,因而能够较准确地获得结构的屈曲载荷,该载荷与由应变-载荷曲线确定的屈曲载荷相比,误差小于5%。采用ABAQUS有限元软件对试验过程进行了数值仿真分析,并通过与试验结果的对比表明了计算结果、DIC测量结果与传统方法测量结果三者具有良好的一致性。Abstract: An uniaxial compression test was conducted for T-stiffened composite curved panels which were automatic fiber placement (AFP) manufactured or hand-laid. A 3D optical measurement method which was based on the digital image correlation (DIC) was used to monitor the local buckling and post-buckling, and the results were compared with that of strain gauges and displacement transducers. The results show that the displacement field can be accurately captured by DIC, and the buckling mode observed using DIC is consistent with that the values of the strain gauges reflect. Different from the conventional method of strain gauges, the whole progress of the buckling mode transition of the skin caused by the secondary instability is accurately captured by DIC. The buckling modes at different times (i.e. different load levels) are clearly and intuitively observed using DIC equipment, so the buckling load of the structure is easy to determine and the error is less than 5% compared with the load indicating the strain-load curves separation. A numerical simulation analysis based on finite element software ABAQUS was carried out. The computation results were compared with the test results, revealing that there is a good consistency among the computational results, results from DIC and results of conventional method.
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表 1 复合材料加筋曲板试验矩阵
Table 1. Test specimen matrix of curved stiffened composite panels
Group No. Type of stringer Number of stringers Manufacturing method Number 1(T1-T3) “T” 4 Automatic fiber placement(AFP) 3 2(T4-T6) Hand-layup 3 表 2 ZT7H/QY9611试件的材料参数
Table 2. Material properties of ZT7H/QY9611
E1/MPa E2/MPa ν12 G12/MPa XT/MPa XC/MPa YT/MPa YC/MPa S/MPa 125 000 10 400 0.31 6 120 1 500 824 27.9 52.3 95 Notes: E1—Longitudinal modulus; E2—Transverse modulus; ν12—In-plane Poisson’s ratio; G12—In-plane shear modulus; XT—Longitudinal tensile strength; XC—Longitudinal compressive strength; YT—Transverse tensile strength; YC—Transverse compressive strength; S—In-plane shear strength. 表 3 ZT7H/QY9611复合材料加筋曲板试件铺层信息
Table 3. Lay-ups of ZT7H/QY9611 curved stiffened composite panel specimens
Group No. Region Thickness/mm Lay-up 1 Skin 2.32 [45/0/−45/90/45/0/−45/0]S Stiffener 3.19 [45/0/−45/90/45/0/−45/90/45/0/−45]S 2 Skin 2.32 [45/0/−45/90/45/0/−45/0]S Stiffener 3.19 [45/0/−45/90/45/0/−45/90/45/0/−45]S 表 4 ZT7H/QY9611复合材料加筋曲板试件屈曲波形监测方法
Table 4. Measurement methods of ZT7H/QY9611 curved stiffened composite panel specimens
Group No. Specimen No. Method 1 T-1 Method 2 T-2 Method 2 T-3 Method 1 2 T-4 Method 1 T-5 Method 2 T-6 Method 2 Notes: Method 1—Optical measurement system of 3D digital image correlation (DIC) method; Method 2—Strain gauges method. 表 5 屈曲前T-3和T-4试件轴向刚度对比
Table 5. Comparison of stiffness of T-3 and T-4 specimens before buckling
Specimen No. Data sources for displacements Data sources for loads Stiffness Variance Deviation/% T-3 DIC Built-in sensor 227.9 0.9969 4.5 Displacement sensor 218.1 0.9998 T-4 DIC 244.2 0.9985 4.5 Displacement sensor 233.7 0.9993 表 6 自动铺丝和手工铺丝两组复合材料加筋曲板试件屈曲载荷、极限载荷对比
Table 6. Comparison of buckling load and ultimate load between two groups of curved stiffened composite panels manufactured by AFP or hand
Group No. Specimen No. Buckling load/kN Average value Ultimate load/kN Average value Average deviation/% 1 T-2 216 228 292 296.5 30.0 T-3 240 301 2 T-4 238 241 317 310 28.6 T-5 240 303 T-6 245 310 Average deviation/% −5.7 −4.4 − 表 7 两种测量方法的屈曲载荷、屈曲模态对比
Table 7. Comparison of buckling loads and buckling modes between the two measurement methods
Specimen No. From DIC From strain-load curves Buckling load Buckling mode Buckling load Buckling mode T-3 238(−0.83%) 240 There are two half waves between stiffeners, which is consistent with the results from DIC, but the progress of the mode transition caused by secondary instability is hard to determine. T-4 246(3.36%) 238 表 8 计算和试验的结果对比
Table 8. Comparison of calculation results with experimental results
Experiment Calculation Error/% Buckling load/kN 242.0 243.5 0.62 Displacement at buckling/mm 1.085 1.101 1.47 Ultimate load/kN 310.0 304.0 −1.94 Displacement at collapse/mm 1.866 1.813 −2.84 表 9 计算的屈曲模态和DIC测量结果的对比
Table 9. Comparison of computed buckling modes with the results from DIC
Buckling mode and transition of the mode Calculation DIC -
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