Abstract
The failure of composite materials during bending is an issue that must be considered in the performance evaluation of structural materials. Strong–weak interlaminated composites are particularly prone to weak interfaces. In this study, the digital image correlation (DIC) method is used to detect the strain distribution of high-performance carbon fiber-reinforced eucalyptus/poplar composite plywood under three-point bending. Finite element analysis (FEA) method is used to numerically simulate the composite plywood of each reinforced structure, and failure evaluation in the bent state of plywood is carried out. Testing is then undertaken to determine that the FEA simulated value and the DIC measured value fit well. Besides, bending test verifies the failure mode predicted by FEA, which will be a very good prediction method for material failure.
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References
Wang JX (2017) The research progress and trend of study on fast growing wood strengthening treatment technology. J Jilin For Sci Technol 46(03):35–38 (In Chinese)
Lv JX, Xu K, Liu Y et al (2014) Research progresses on reinforced modification of poplar wood from fast-growing plantation. J Cent South Univ For Technol 34(03):99–103 (In Chinese)
Sato N, Hojo M, Nishikawa M (2014) Novel test method for accurate characterization of intralaminar fracture toughness in CFRP laminates. Compos Part B Eng 65:89–98
Gupta A, Harrison IR (1996) New aspects in the oxidative stabilization of PAN-based carbon fibers. Carbon 34(11):1427–1445
Andrews R, Jacques D, Rao AM et al (1999) Nanotube composite carbon fibers. Appl Phys Lett 75(9):1329–1331
Wright A, French M (2008) The response of carbon fibre composites to blast loading via the Europa CAFV programme. J Mater Sci 43:6619–6629
Baskey HB, Akhtar MJ, Shami TC (2014) Investigation and performance evaluation of carbon black- and carbon fibers-based wideband dielectric absorbers for X-band stealth applications. J Electromagn W Appl 28(14):1703–1715
Schumann A, May M, Curbach M (2018) Rebars made of carbon fibres for the use in civil engineering: part 1: fundamental material characteristics. Beton-und Stahlbetonbau 113(12):868–876
Ghanbari GT, Jiao H, Holloway D (2015) Timber filled CFRP jacketed circular steel tubes under axial compression. Constr Build Mater 94:791–799
Liu YS, Guan MJ, Dong ZY et al (2017) Preparation and properties of carbon fiber reinforced eucalyptus-poplar composite plywood. Fiber Reinforced Plastics/composites 12:60–66+24 (In Chinese)
Sugimoto T, Sasaki Y, Yamasaki M (2017) Fatigue of structural plywood under cyclic shear through thickness I: fatigue process and failure criterion based on strain energy. J Wood Sci 53(4):296–302
Sugimoto T, Sasaki Y, Yamasaki M (2007) Fatigue of structural plywood under cyclic shear through thickness II: a new method for fatigue life prediction. J Wood Sci 53(4):303–308
Sugimoto T, Sasaki Y (2008) Fatigue of structural plywood under cyclic shear through thickness III: energy dissipation performance. J Wood Sci 54(2):169–173
Sutton MA, Wolters WJ, Peters WH et al (1983) Determination of displacements using an improved digital correlation method. Image Vis Comput 01(03):133–139
Pan B, Yu LP, Wu DF et al (2014) Systematic errors in two-dimensional digital image correlation due to lens distortion. Opt Lasers Eng 51(02):140–147
Valla A, Konnerth J, Keunecke D et al (2011) Comparison of two optical methods for contactless, full field and highly sensitive in-plane deformation measurements using the example of plywood. Wood Sci Technol 45(4):755–765
Brezovic M, Kljak J, Pervan S et al (2010) Influence of synthetic fibers angle orientation on bending properties of composite plywood. Drvn Ind 61(4):239–243
Gong W, Chen J, Patterson EA (2016) Buckling and delamination growth behaviour of delaminated composite panels subject to four-point bending. Compos Struct 138:122–133
Kashfuddoja M, Ramji M (2013) Whole-field strain analysis and damage assessment of adhesively bonded patch repair of CFRP laminates using 3D-DIC and FEA. Compos Part B Eng 53:46–61
Kljak J, Brezovic M, Jambrekovic V et al (2009) 3D analysis of stress distribution in veneer plywood under bending load. Wood res 54(4):57–65
Kljak J, Brezovic M, Antonovic A (2009) Influence of plywood grain direction on sandwich panel bending properties. Drv Ind 60(2):83–88
GB/T 1938 (2009) Method of testing in tensile strength parallel to grain of wood. National Technical Committee for standardization of thermal insulation material. General Administration of Quality Supervision, Inspection and Quarantine and Standardization Administration of the People’s Republic of China.
GB/T 3362 (2005) Test methods for tensile properties of carbon fiber multifilament. National Technical Committee for standardization of thermal insulation material. General Administration of Quality Supervision, Inspection and Quarantine and Standardization Administration of the People’s Republic of China.
Kahnjetter ZL (1990) Three-dimensional displacement measurements using digital image correlation and photogrammic analysis. Exp Mech 30(1):10–16
Hild F, Roux S (2006) Digital Image Correlation: from displacement measurement to identification of elastic properties–a review. Strain 42(2):68–80
Hild F, Roux S (2012) Comparison of local and global approaches to digital image correlation. Exp Mech 52(9):1503–1519
Chen F, Chen X, **e X et al (2013) Full-field 3D measurement using multi-camera digital image correlation system. Opt Lasers Eng 51(9):1044–1052
Huang ZW (2017) Effects of ultrasonic treatment on surface characteristics and bonding interface properties of bamboo laminated lumber. Nan**g Forestry University, Nan**g (In Chinese)
Pan B, **e HM, Xu BQ et al (2006) Performance of sub-pixel registration algorithms in digital image correlation. Meas Sci Technol 17(06):1615–1621
Pop O, Dubois F (2016) Determination of timber material fracture parameters using mark tracking method[J]. Constr Build Mater 102:977–984
Jeong GY, Park MJ (2006) Evaluate orthotropic properties of wood using digital image correlation[J]. Constr Build Mater 113:864–869
Wang YX (2012) Mechanics and Structural Design of Composite Materials. East China University of Science and Technology, Shanghai (In Chinese)
Wang ZY, Li HQ, Tong JW et al (2007) Statistical Analysis of the Effect of Intensity Pattern Noise on the Displacement Measurement Precision of Digital Image Correlation Using Self-correlated Images. Proc Soc Exp Mech 47(5):701–707 (In Chinese)
Louzai A, Abed A (2015) Evaluation of the seismic behavior factor of reinforced concrete frame structures based on comparative analysis between non-linear static pushover and incremental dynamic analyses. Bull Earthq Eng 13(6):1773–1793
Farrokh M, Dizaji MS, Joghataie A (2015) Modeling hysteretic deteriorating behavior using generalized prandtl neural network. J Engi Mech 141(8):04015024
Li WZ (2018) Progressive damage analysis of composite laminates. Harbin Engineering University, Harbin (In Chinese)
Lee JD (1982) Three dimensional finite element analysis of damage accumulation in composite laminate. Comput Struct 15(3):335–350
Acknowledgements
This work was supported by the National Key R&D program of China (2018YFD0600305), and Jiangsu Provincial Policy Guidance Program—Special Science and Technology Project in Northern Jiangsu, China (SZ-LYG2017014) and the Project Academic Program Development of Jiangsu Higher Education Institutions (PAPD).
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Guan, M., Liu, Y., Zhang, Z. et al. Evaluation of bending performance of carbon fiber-reinforced eucalyptus/poplar composite plywood by digital image correlation and FEA analysis. J Mater Sci 55, 8388–8402 (2020). https://doi.org/10.1007/s10853-020-04584-9
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DOI: https://doi.org/10.1007/s10853-020-04584-9