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层板复合材料的疲劳剩余刚度统计分布模型 总被引:4,自引:0,他引:4
在分析现有关于层板复合材料疲劳剩余刚度衰退模型的基础上,根据层板复合材料在疲劳载荷作用下刚度衰退变化的现象,研究了疲劳载荷对层板复合材料刚度衰退的影响,建立了一个新的、更为合理的用于描述层板复合材料在常幅疲劳载荷作用下的刚度衰退模型,导出了剩余刚度统计分布的表达式,给出了确定模型参数的方法。为验证该模型,设计了几组测试实验,并利用试验结果对模型参数进行了估计。利用该统计分布模型,可以预报层板复合材料在给定应力水平的疲劳载荷作用下循环指定周次时剩余刚度的统计分布。实验数据表明,理论预报和实验结果符合得是很好的。 相似文献
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对含有不同切口损伤的复合材料层合板试件进行了拉伸试验,采用电阻应变计同步测量切口损伤前缘区域随载荷的变化,测定含切口损伤层合板的剩余强度,并讨论了损伤长度和损伤角度对剩余强度的影响规律.建立含切口损伤复合材料层合板有限元模型,分析了含切口损伤复合材料层合板的拉伸失效行为,计算了含切口损伤复合材料层合板的剩余强度,确定了剩余强度与切口损伤状态的关系.计算结果与试验结果具有较好的一致性. 相似文献
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复合材料层合板的低速冲击损伤及其剩余压缩强度研究 总被引:3,自引:0,他引:3
本文采用理论和实验方法研究了复合材料层合板的低速冲地及其剩余压缩强度。文中利用有限元方法和能量转换原理计算了层合板受到低速冲击的受载最危险状态,以及此时的应力分布;并用Tsai-Wu张量准则判断损伤情况,对产生损伤的单元进行相应的刚度折减,且作重复计算直至不产生新的损伤为止;最后,对受冲击的层合板还进行剩余压缩强度计算。在实验中,采用激光全息无损检测法测量了层合板的冲击损伤,并对受冲击的层合板进行 相似文献
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提出了缝合复合材料层板的刚度预报模型,该模型考虑了缝合针脚处的孔洞对刚度的影响,描述了缝合孔洞的几何形态,建立了孔洞形态与纤维弯曲的关系,采用平均刚度法和经典层合板理论进行了刚度预报,获得了与试验数据相吻合的预报结果,表明了该模型的有效性,详细探讨了缝合孔洞对缝合层板刚度的影响规律,得到一些有益结论。 相似文献
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层合板界面层的弹簧界面元等效刚度计算模型 总被引:1,自引:1,他引:0
弹簧界面元是一种最常用的层合结构界面脱层数值模拟的计算模型.但目前对应于给定的复合材料层合板界面层,弹簧界面元的长度和等效刚度的确定却没有严格的方法,所以时常因为弹簧元刚度定义的不当而导致脱层数值模拟结果的不稳定甚至计算困难.本文给出了一种基于层合板粘接层的实际厚度和材料特性确定弹簧界面元的长度和等效刚度的计算模型.通... 相似文献
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对带各种缺口的复合材料层合板的疲劳性能进行了研究。设计了不同类型的制品试件,分别进行静态和疲劳试验。试验数据表明,缺口对复合材料的静强度和静刚度的影响不大,缺口试样的疲劳寿命带高于缺口试样,与金属材料相比,复合材料对缺口不敏感。采用条状试样获得的力学性能不参代表复合材料的真实性能,实现表明自由边的缺口对结构提高疲劳寿命是有利的。文中还对疲劳过程中复合材料的刚度变化进行了研究,对文中所研究的层合板, 相似文献
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Fiber-reinforced composite laminates are often used in harsh environments that may affect their long-term durability as well
as residual strength. In general, environmental degradation is observed as matrix cracking and erosion that leads to deterioration
of matrix-dominated properties. In this work, cross-ply laminates of carbon fiber reinforced epoxy were subjected to environmental
degradation using controlled ultraviolet radiation (UV) and moisture condensation and the post-exposure mechanical properties
were evaluated through elastic modulus and failure strength measurements. Additionally, both degraded and undegraded were
subjected to cyclic fatigue loading to investigate possible synergistic effects between environmental degradation and mechanical
fatigue. Experimental results show that the degradation results in reduced failure strength. Greater effects of degradation
are observed when the materials are tested under flexural as opposed to uniaxial loading. Based on strength measurements and
scanning electron microscopy, we identified various damage modes resulting from exposure to UV radiation and moisture condensation,
and cyclic loading. The principal mechanisms that lead to reduction in mechanical properties are the loss of fiber confinement
due to matrix erosion, due to UV radiation and moisture condensation, and weakened/cracked ply interfaces due to mechanical
fatigue. An empirical relationship was established to quantify the specific influence of different damage mechanisms and to
clarify the effects of various degradation conditions. 相似文献
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一种FRP累积损伤模型及其在结构疲劳寿命估算中的应用 总被引:10,自引:0,他引:10
推荐了一种应变损伤累积模型,能够考虑单向板面内多轴应力和平均应力的影响。只需要单向板在确定应力比下的若干典型疲劳试验结果,就可以预测相同材料体系多向层压结构在不同应力比的循环载荷下的疲劳寿命,有助于降低试验成本和工作量。研究了适用于多向层压结构剩余强度估算和疲劳寿命预测的步骤和程序。针对碳纤维/树脂基T300/QY8911复合材料,试验测定了三组典型单轴循环应力([0]16拉-拉、[90]16拉-拉和[0/90]4S剪-剪)下的S-N曲线。以此为输入,预测四种多向铺层板在各种拉-拉循环应力下的疲劳寿命,寿命预测结果和相应的试验结果吻合良好。采用了保持计算和试验的载荷/强度比相对等值的方法来近似抵消层合效应对疲劳寿命的影响。强调了进一步发展能够定量估计层间应力影响与分层扩展过程的疲劳损伤模型的重要性。 相似文献
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大开口复合材料层合板强度破坏研究 总被引:5,自引:2,他引:3
复合材料层合板的各向异性及非均质,使得复合材料层合板内部的破坏形式非常复杂.在复合材料结构的设计中,为满足制造及使用功能上的需求,在复合材料层合板承力结构件上不可避免地需要设计各种开口.然而,含大开口复合材料层合板的强度破坏问题变得更为复杂,使得现有的强度理论面临新的挑战.针对碳纤维增强复合材料大开口层合板受单向拉伸载荷作用下的强度破坏问题进行了数值分析和实验研究.首先,根据Hashin准则和刚度退化模型,对含不同圆形开口尺寸的[0]_(10)单向铺层、[0/90]_5和[±45]_5正交铺层的层合板,进行了单向拉伸载荷作用下渐进失效的数值模拟分析,获得了对应结构的极限载荷和破坏模式.在此基础上,采用数字图像相关方法,进行复合材料大开口层合板强度破坏的实验研究.研究结果表明,大开口复合材料层合板在单向拉伸加载下主要呈现脆性破坏形式,破坏起始位置处于应力集中区.此外,破坏强度和失效模式与复合材料铺层方式和开口尺寸大小密切相关.其中[±45]_5铺层的开口层合板承载能力最弱,分层破坏最严重.开口尺寸越大,结构的极限载荷值越低.同实验测试结果相比,数值模拟对复合材料层合板的损伤失效分析略显不足,往往很难全面分析复合材料层合板破坏失效过程中的各种因素的影响. 相似文献
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C.S. Lopes P.P. Camanho Z. Gürdal B.F. Tatting 《International Journal of Solids and Structures》2007,44(25-26):8493-8516
The past developments on tow-placement technology led to the production of machines capable of controlling fibre tows individually and placing them onto the surface of a laminate with curvilinear topology. Due to the variation of properties along their surface, such structures are termed variable-stiffness composite panels.In previous experimental research tow-steered panels have shown increased buckling load capacity as compared with traditional straight-fibre laminates. Also, numerical analyses by the authors showed that first-ply failure occurs at a significant higher load level. The focus of this paper is to extend those analyses into the postbuckling progressive damage behaviour and final structural failure due to accumulation of fibre and matrix damage. A user-developed continuum damage model implemented in the finite element code ABAQUS® is employed in the simulation of damage initiation and material stiffness degradation.In order to correctly predict the buckling loads of tow-steered panels under compression, it is of crucial importance to take into account the residual thermal stresses resulting from the curing process. Final failure of tow-steered panels in postbuckling is predicted to within 10% difference of the experimental results. Curvilinear-fibre panels have up to 56% higher strength than straight-fibre laminates and damage initiation is also remarkably postponed. Tow-steered designs also show more tolerance to central holes than traditional laminates. 相似文献