共查询到20条相似文献,搜索用时 78 毫秒
1.
蒙脱土填充木塑复合材料的弯曲性能和蠕变特性 总被引:1,自引:0,他引:1
对蒙脱土进行有机插层改性制得有机蒙脱土(OMMT),用硅烷接枝木粉制备了有机蒙脱土/木粉/聚氯乙烯(OMMT/WF/PVC)纳米复合材料。加入的接枝木粉与OMMT分散在界面上起增强作用,有助于提高复合材料性能。用质量分数1.5%的偶联剂处理木粉,添加质量分数1.5%的OMMT时,复合材料的弯曲性能和抗蠕变性最好。用KWW模型和广义Voigt模型分析了蠕变曲线。 相似文献
2.
聚丙烯木塑复合材料蠕变行为的模拟与预测 总被引:2,自引:0,他引:2
董智贤 《高分子材料科学与工程》2010,(5):89-92,96
通过三点弯曲蠕变试验,研究了聚丙烯木塑复合材料在23℃左右室内环境五种应力水平下的短期蠕变行为,并采用四元件模型对其蠕变行为进行模拟。依据时间-温度-应力等效原理,以5MPa为参考应力水平,将其它四种应力水平下的蠕变曲线移位成5MPa应力水平下的主曲线,从而可以预测聚丙烯木塑复合材料在5MPa应力水平下大约3年内的蠕变行为。 相似文献
3.
4.
5.
6.
7.
8.
对我国新型木塑复合材料的研究进展进行概括和评述,指出了进一步深入研究发泡木塑复合材料的重要性。重点介绍了聚丙烯基和聚乙烯基发泡木塑复合材料的研究现状;对该领域研究的发展趋势提出了自己的见解。 相似文献
9.
木塑复合材料(WPC)是一种木质纤维增强聚合物的新型环保复合材料,为分析WPC在非恒定荷载下的变形行为,进行结构的长期变形设计,对WPC的蠕变/回复变形进行计算分析。采用叠加原理对比分析既有蠕变计算模型对WPC蠕变/回复的整体预测效果。结果表明,现有模型均不能良好预测其蠕变/回复行为。采用基于分数阶微积分的黏弹性模型对其蠕变/回复行为进行预测,提出一种双参数法的修正分数阶黏弹性模型。通过与已有实测数据对比表明,该模型能够准确反映WPC的静态黏弹性行为。结合实验数据,给出了不同WPC蠕变/回复模型的参数取值。 相似文献
10.
11.
采用纵向共振实验、弯曲振动实验等振动方法对木塑复合材料的力学性能进行了无损检测,并对检测结果进行了分析.研究表明,木塑复合材料的动态弹性模量可以通过无损检测方法测量.木塑复合材料的动态弹性模量随着木塑比的减小而降低;而对于同一木塑比的木塑复合材料,利用各种无损检测法测得的动态弹性模量值相差不大。木塑复合材料的动态弹性模量大于静态弹性模量MOE,且有一定的比值;应用这一比值关系可由动态弹性模量估算静态弹性模量.利用动态的无损检测法测得的弹性模量与静态的破损检测法测得的静曲强度MOR具有密切的相关性;其中,纵向共振实验测得的弹性模量Ep与MOR的相关系数最高;应用相关方程可由动态弹性模量估算静曲强度。 相似文献
12.
基于金属高温蠕变理论,结合单晶镍基高温合金蠕变过程的微观特点,从蠕变曲线方程的选择、截断应变点的确定以及强化项和弱化项的影响等方面,对采用修正θ函数影射法提高DD3单晶镍基高温合金蠕变寿命预测精度的原因进行了研究.结果表明:θ函数及其修正式将蠕变视为应变强化和应变弱化过程的综合,符合单晶镍基高温合金蠕变过程的实质,从根本上保证了预测的精度;修正的θ函数比早期的θ函数减少一个待定参数,统一了截断应变的确定方法,不仅减少了计算量,而且降低了因参数确定所产生的误差对蠕变寿命预测精度的影响;采用修正的θ影射方法可以很好地描述DD3合金整个蠕变过程,其预测结果完全能够满足实际工程设计的需要. 相似文献
13.
14.
A model to predict time-dependent evolution of simultaneous transverse cracking developed in multiple plies during creep loading and its effects on creep of multidirectional polymer matrix composite laminates is presented. The stress states in the intact regions of the plies are determined using the lamination theory during an incremental change in time. The stored elastic energy, determined using this stress state, is compared with a critical stored elastic energy value for damage to determine if a ply would fracture after the increment. If fracture is predicted, variational analysis is used to determine the perturbation in ply stresses due to cracking. This procedure is repeated to determine the crack evolution and creep strain. Model predictions compared well with experimental results for a [±θm/90n]s laminate. 相似文献
15.
V. I. Kovpak 《Strength of Materials》1990,22(4):521-527
On the basis of correct experimental data on the creep resistance of two Japanese steels on a bse of 100,000 h the article analyzes the norminal creep resistances up to 500,000 h with the aid of temperature-time parametric dependence type Larson-Miller in comparison with the results obtained by the method of generalized diagrams, previously suggested by the present author. It is shown that data predicted by the method of generalized diagrams are of a stabler nature, and their numerical values are lower than those obtained by linear extrapolation, whereas data predicted by the methods of Larson-Miller, Manson-Haferdy, etc., are larger than the linearly extrapolated ones.Translated from Problemy Prochnosti, No. 4, pp. 43–49, April, 1990. 相似文献
16.
A. Baldan 《Journal of Materials Science》1998,33(14):3629-3637
Combined effects of stress, A, and fracture cavitation on the creep rupture life, tR, have been studied in conventionally cast MAR-M 002 alloy tested at 1173 K (900 °C) over a limited range of stress (A = 200–400 MPa). It is predicted that the creep fracture cavity growth is controlled by the coupled power-law creep with the grain-boundary diffusion mechanism. On the basis of this prediction the Edward–Ashby model overestimates the creep rupture life although this model correctly describes the trend in the data. The observation of a linearity between the cavity density, NA, and the product RtR4A indicates that this relationship can be used to predict the creep time, tR, where R is the rupture strain. Furthermore, another empirical method is the creep-fracture parameter, Kf = f(ac)1/2, approach, developed using the modified Griffith–Irwin type of relationship, which can also be used to predict the creep rupture life in the present alloy, where f is the creep fracture stress (or the applied stress, A) and ac the crack (or cavity) size. 相似文献
17.
18.
提出一种在塑性铰区域采用高延性纤维增强水泥基复合材料(ECC)替代混凝土来改善FRP筋-钢筋增强混凝土柱抗震性能的新方法。对FRP筋-钢筋增强ECC-混凝土构件进行了低周往复荷载试验,系统地考察了基体材料、筋材种类、轴压比对构件破坏模态、裂缝模式、承载力、残余变形、延性和耗能能力的影响。结果表明,将ECC替代塑性铰区域混凝土能够有效避免FRP筋的受压屈曲,进而显著提升组合柱的抗震性能。与钢筋增强ECC-混凝土组合柱相比,复合筋增强ECC-混凝土组合柱的残余变形明显更小,且屈服后的刚度更高。随着轴压比的增大,构件极限强度升高但变形能力降低。通过有限元参数分析可知,组合柱的承载力和变形能力均随着ECC抗压强度及总配筋率的增大而增大;在总配筋率不变的情况下,FRP筋占比越高,构件的延性越好。 相似文献
19.