首页|层合多孔结构拉剪力学行为分析

层合多孔结构拉剪力学行为分析

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基于层合多孔拉剪结构,考虑孔隙率、胞元铺设角度、胞元孔型及复合层数对结构承载力和稳定性的影响,通过实验和有限元仿真计算研究了平面多孔结构的力学性能和破坏形式.结果表明,孔隙率越小,单双层结构抗拉剪性能越大,双层模型增强幅度也越大;多孔结构胞元铺设角度为 15°时具有更好的塑性变形和抗拉剪性能;正六边形孔型的塑性变形较好,正方形孔型的抗拉剪力较强;多层结构可以增强抗拉剪强度,层合多孔结构裂纹由单层模型发生脆性断裂的裂纹耦合而成.
Analysis of tensile and shear mechanical behaviors of laminated porous structures
Based on the laminated porous tensile and shear structure,considering the effects of porosity,cell laying angle,cell pore type and composite layer number on bearing capacity and stability of structure,the tensile and shear mechanical properties and failure forms of planar porous structures were studied by experiments and finite element numerical calculations.The results show that the smaller the po-rosity,the larger the tensile and shear resistance performance of the single layer and double layers structures,and the larger the enhance-ment amplitude of the double layers model.When the cell laying angle of porous structure is 15°,the plastic deformation and tensile and shear resistance performance are better.The plastic deformation of the regular hexagonal pore type is better,and the tensile and shear re-sistance force of the square pore type is strong.The tensile and shear resitance strength can be enhanced by the multilayer structure,and the cracks of the laminated porous structure are coupled with cracks that undergo brittle fracture in the single layer model.

laminated structureporous structurePLA materialtensile and shear experiment

李旺斐、邓庆田、许爽、李新波、宋学力、温金鹏

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长安大学 理学院,陕西 西安 710064

长安大学 西安市数学与结构损伤检测中的数学技术重点实验室,陕西 西安 710064

中国工程物理研究院总体工程研究,四川 绵阳 621900

层合结构 多孔结构 PLA材料 拉剪试验

国家自然科学基金委员会-中国工程物理研究院NSAF联合基金陕西省自然科学基础研究计划

U19302042024JC-ZDXM-23

2024

塑性工程学报
中国机械工程学会

塑性工程学报

CSTPCD北大核心
影响因子:0.46
ISSN:1007-2012
年,卷(期):2024.31(5)