Abstract
This study focuses on developing a finite element model for Caragana korshinskii Kom. branches and calibrating the necessary parameters. Using Caragana korshinskii Kom. branches in full bloom as the subject, we established a finite element model with ABAQUS and analyzed the relationship between the shear force and displacement. The Johnson–Cook model was employed to create a finite element shear model for Caragana korshinskii Kom. branches and to calibrate its parameters. Plackett–Burman and climbing tests were conducted to identify key parameters influencing the shear mechanical model of Caragana korshinskii Kom. branches, specifically the yield stress and strain. This included the strengthening index and fracture strain. Through central composite design experiments, the optimal parameters for the shear model of Caragana korshinskii Kom. branches were identified: a yield stress of 18.65 MPa, a strain strengthening index of 0.59, and a fracture strain of 0.54. The results indicated that the maximum error in the simulated shear force values for Caragana korshinskii Kom. branches of varying diameters was 9.68%. Additionally, the difference between the simulated and actual tensile force values was 1.7%. These findings indicate that the calibrated finite element model is accurate and effective in simulating the failure behavior of Caragana korshinskii Kom. branches, providing a valuable tool for optimizing cutting and harvesting processes.
Published Version
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