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该文利用聚苯乙烯、聚乙烯和聚丙烯等 3种回收塑料与木材纤维复合制备复合材料 ,分析不同回收塑料种类、木材纤维与塑料不同质量比和热压温度等工艺条件对复合材料物理力学性能的影响 .结果表明 :3种回收塑料中回收聚苯乙烯塑料性能最好 ,回收聚丙烯塑料其次 ,回收聚乙烯塑料最差 .木塑质量比 5 0∶5 0效果最好 .塑料含量低时 ,内结合强度和拉伸强度低 ,吸水厚度膨胀率高 ;塑料含量过高时 ,静曲强度和弹性模量降低 .热压温度在1 90℃效果最好 .温度过低时 ,静曲强度、弹性模量、拉伸强度和内结合强度较差 ;温度过高时 ,木材纤维降解加剧 ,塑料少量溢出 ,性能反而有所下降 .通过极差和方差分析知 ,本研究F值的最佳工艺条件为 :采用回收聚苯乙烯、木塑质量比 5 0∶5 0、热压温度 1 90℃ . 相似文献
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We consider discontinuous bifurcations as the indicator of a localized failure for a class of composites that are characterized by elastic fibres reinforcing an elastic–plastic matrix. A macroscopic tangent stiffness tensor for the fibre‐reinforced composite is developed by consistently homogenizing the contribution of fibres in a spherical representative volume element. Analytical solutions are derived for the critical hardening modulus and corresponding bifurcation directions for the case of plane strain loading. Properties of the solutions are further illustrated on the example of the non‐associated Drucker–Prager model at onset of yielding. Results show that presence of fibres decreases the critical hardening modulus, thus inhibiting the onset of strain localization. The rate of decrease in the critical hardening modulus is the highest for pure shear, followed by uniaxial tension, uniaxial compression, biaxial tension and biaxial compression. The main fibre parameters that control the onset of strain localization are their volumetric content and their stiffness modulus whereby very stiff fibres can produce the most significant decrease in the critical hardening modulus, especially for the state of biaxial tension. The critical hardening modulus for the non‐associated Drucker–Prager model exhibits a full range of localization modes including compaction bands, dilation bands, and transition in the form of shear bands regardless of the presence of fibres. Presence of fibres affects bifurcation directions, except in the case when Poisson's ratio of the matrix is equal to 0.25. The results demonstrate stabilizing effects of fibres by which they provide the control against the onset of strain localization. Copyright © 2006 John Wiley & Sons, Ltd. 相似文献
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进行了9个超高韧性水泥基复合材料(UHTCC)新型框架节点的抗震试验。研究了轴压比和核心区箍筋间距对新型节点承载能力、滞回特性和耗能能力的影响。结果表明,UHTCC节点出现了大量裂缝间距仅为1mm左右的微细斜向裂缝,节点的开裂荷载和抗剪承载力都有明显的提高。UHTCC材料可降低甚至消除节点核芯区箍筋的用量。在试验基础上,对UHTCC新型框架节点的开裂荷载和极限承载力进行了理论计算,计算值和试验结果总体吻合较好。 相似文献
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利用2008—2010年夏季(6—8月)FY-2地球静止卫星红外云图资料识别出我国中东部地区(110°E—124°E,27°N—40°N)共208个中尺度对流系统(mesoscale convective system,MCS)和174个不能增长发展成为MCS的普通雷暴群(widespread convections,WCS).提取MCS形成前约6h和WCS成熟时(个数最多)的NCEP再分析资料(时间间隔6h,空间分辨率1°×1°),通过对表征水汽、动力和热力等条件的基本物理量和一些常用衍生物理量采用平均值、标准差等常用统计方法、动态合成和评估方法逐步筛选和分析诊断两种系统环境物理量场,最终从众多物理量中挑选出了能显著区别两种系统的物理量(即MCS形成的关键物理量),分别为强天气威胁指数、修正的K指数、地面抬升指数、2m比湿和0~3km垂直风切变,希望对预报我国中东部地区MCS发生与否提供一定的科学依据. 相似文献
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Backfilling of mine voids is mandatory to avoid subsequent ground stability problems in the form of subsidence. River sand
and mill tailings have been widely used since a long time as backfilling materials. However, with a strict regulation banning
river sand mining in India, research for developing alternative engineering materials substituting sand has gained importance.
In the present study four fly ash composite materials (FCMs) was developed from the fly ash obtained from a captive thermal
unit of Rourkela Steel Plant (RSP). The main constituent of the composite were fly ash, lime and gypsum. Detailed physical,
and engineering properties were determined for the FCMs. Significant increases in the compressive strength were obtained after
56 days of curing time. A detailed SEM studies was undertaken to account for the increase in strength with time. The fly ash
composite developed from RSP has potential to be used as substitute to sand for backfilling the mine voids. 相似文献
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A damage assessment methodology based on the Hashin failure theory for glass fiber reinforced polymer (GFRP) composite blade is proposed. The typical failure mechanisms including the fiber tension/compression and matrix tension/compression are considered to describe the damage behaviors. To give the flapwise and edgewise loading along the blade span, the Blade Element Momentum Theory (BEMT) is adopted. In conjunction with the hydrodynamic analysis, the structural analysis of the composite blade is cooperatively performed with the Hashin damage model. The damage characteristics of the composite blade, under normal and extreme operational conditions, are comparatively analyzed. Numerical results demonstrate that the matrix tension damage is the most significant failure mode which occurs in the mid-span of the blade. The blade internal configurations including the box-beam, I-beam, left-C beam and right-C beam are compared and analyzed. The GFRP and carbon fiber reinforced polymer (CFRP) are considered and combined. Numerical results show that the I-beam is the best structural type. The structural performance of composite tidal turbine blades could be improved by combining the GFRP and CFRP structure considering the damage and cost-effectiveness synthetically. 相似文献
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Total Solar Irradiance Measurement and Modelling during Cycle 23 总被引：1，自引：0，他引：1
During solar cycle 23, which is now close to its end, variations of the total solar irradiance were measured by six different
instruments, providing four independent time series of the irradiance variation over the complete solar cycle. A new composite
time series constructed using five of these six instruments provides unprecedented instrument stability for the study of the
open question of solar irradiance variations between minima. An independent analysis of the different composite time series
is performed through an empirical proxy model fit. The new composite is fitted with 0.96 correlation (R
2=93%) and RMS error of 0.15 W m−2, thus reaching the limit of the individual instrument stabilities. Both the measurements and the model indicate that for
the current cycle the minimum irradiance level has not yet been reached. Therefore we use the model to extrapolate measurements
up to 2008 when the minimum irradiance level is expected. If we assume that there will be no changes in the solar irradiance
from 2006 to 2008 that are not captured by the regression model, it can be predicted that there will be no variation of the
solar minimum irradiance level during cycle 23 with an uncertainty of ±0.14 W m−2. 相似文献
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冷涡背景下京津冀地区连续降雹统计分析 总被引：1，自引：1，他引：0
首先对冷涡进行定义,利用2000—2011年4—9月天气图普查冷涡,分析冷涡的时空分布特征及生命史特征。应用2000—2011年4—9月京津冀地区176站灾害天气报资料和分辨率为1°×1° NCEP再分析资料,统计分析冷涡背景下京津冀地区4—9月连续降雹天气过程的时空分布特征及其与冷涡的关系。结果表明： 2000—2011年4—9月的冷涡个数呈增长趋势,主要发生在东北地区到贝加尔湖以东地区,70%为长生命史冷涡。2000—2011年4—9月京津冀地区的降雹主要为长生命史冷涡背景下连续降雹,且具有明显的日变化,山区多于平原,北部多于南部。京津冀地区连续降雹主要是位于冷涡中心的偏南方位,能够发生在冷涡的各个时期。连续降雹的位置在冷涡中心偏南200~1200 km,主要受冷涡直接影响和冷涡后部横槽影响。不同移速的冷涡产生连续降雹过程的位置距离冷涡中心的位置不同。 相似文献