TY - GEN
T1 - Simulation of residual stress in curved Glulam beams during manufacturing
AU - Zhu, Enchun
AU - Zhou, Huazhang
PY - 2010
Y1 - 2010
N2 - A curved Glulam beam is manufactured by forcing the laminas with an adhesive into the designed curve, bending stress is thus formed in each lamina. When the adhesive is solidified and the forces are removed, there are bending stress, shear stress and stress perpendicular to grain remaining in the beam. The residual stresses will affect the load-carrying capability of the beam. It is, therefore, useful to investigate the residual stresses from production. In this study, the process of forming the laminas into curved Glulam beams was simulated by FE method incorporating ABAQUS. The residual stresses, longitudinal and perpendicular to grain in curved Glulam beams during and after manufacturing were studied. The effect of various parameters, such as the solidification time of adhesive, the thickness of lamina, the radius of curvature of the Glulam beams and the magnitude of external pressure, on the residual stresses was discussed. Based on the investigation, a formula for evaluating the longitudinal residual stress in a curved beam was proposed.
AB - A curved Glulam beam is manufactured by forcing the laminas with an adhesive into the designed curve, bending stress is thus formed in each lamina. When the adhesive is solidified and the forces are removed, there are bending stress, shear stress and stress perpendicular to grain remaining in the beam. The residual stresses will affect the load-carrying capability of the beam. It is, therefore, useful to investigate the residual stresses from production. In this study, the process of forming the laminas into curved Glulam beams was simulated by FE method incorporating ABAQUS. The residual stresses, longitudinal and perpendicular to grain in curved Glulam beams during and after manufacturing were studied. The effect of various parameters, such as the solidification time of adhesive, the thickness of lamina, the radius of curvature of the Glulam beams and the magnitude of external pressure, on the residual stresses was discussed. Based on the investigation, a formula for evaluating the longitudinal residual stress in a curved beam was proposed.
KW - Curved Glulam beam
KW - Finite element
KW - Residual stress
KW - Stress perpendicular to grain
UR - https://www.scopus.com/pages/publications/84870601776
M3 - 会议稿件
AN - SCOPUS:84870601776
SN - 9781622761753
T3 - 11th World Conference on Timber Engineering 2010, WCTE 2010
SP - 780
EP - 785
BT - 11th World Conference on Timber Engineering 2010, WCTE 2010
T2 - 11th World Conference on Timber Engineering 2010, WCTE 2010
Y2 - 20 June 2010 through 24 June 2010
ER -