单向复合材料板的非线性本构关系
NONLINEAR CONSTITUTIVE RELATION OF UNIDIRECTIONAL COMPOSITE LAMINAE
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摘要: 本文用余应变能密度导出了单向复合材料板在平面应力状态下的一般的非线性本构关系,然后用单向拉伸(纵向和横向)和双向拉伸试验验证了单向复合材料板在纵向和横向应力之间不存在非线性耦合,从而获得了一个简化而又实用的本构关系,最后用偏轴拉伸试验对理论的正确性作了验证。Abstract: Complementarywelastic enemy derive is used to derive a general nonlinear constitutive relation of unidirectional composite laminae under plane stress.Absence of the norlinear coupling between longitudinal and transverse stresses for unidirectional composite iamtnae is shown by aniaxial tension tests (in longitudinal direction and tranaverse) and biaxiai tension tests, and a simplified and practical constitutive relation is obtained.An off-axial tension test is used to prove the present theory valid.
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