不锈钢纤维复合材料吸声性能研究

针对电子元器件对多孔复合隔声薄板的高效隔声应用要求,以316L不锈钢纤维为原料通过真空烧结法制备出不同孔隙结构的多孔材料,并与穿孔板制成复合结构,重点研究了多孔材料孔隙结构参数及复合形式对吸声性能的影响,以达到提高复合吸声材料吸声性能的目的。结果表明:将优化的穿孔板与多孔材料复合构成吸声结构,有效地提高了中低频率吸声性能(<3000Hz),吸声系数最大提高至0.8。

交变载荷下PP/SSFs复合材料导电性

通过熔融共混、注塑成型的方法制备聚丙烯(PP)/不锈钢短纤维(SSFs)导电复合材料,用万能试验机对试样进行循环加载实验,实时采集试样的应力、应变和电压信号,研究SSFs含量不同的PP/SSFs试样在交变载荷作用下电阻率的变化规律。结果表明,随着SSFs含量的增加,PP/SSFs复合材料的导电性不断增强。在交变载荷作用下,应变对应力有所滞后,电阻率与应变呈现反向对应关系,应变增加时电阻率减小,其电阻率整体变化趋势呈先上升后趋于稳定的状态,这是由于在加载过程中,PP/SSFs复合材料的内部同时存在旧导电通路的破坏和新导电通路的形成两个过程,当这两个过程处于动态平衡状态时,材料的电阻率便趋于稳定。通过扫描电子显微镜观察了导电填料的分布以及载荷作用下的损伤。

Nonlinear behavior of concrete beams with hybrid FRP and stainless steel reinforcements

The full-range behavior of partially bonded, together with partially prestressed concrete beams containing fiber reinforced polymer （FRP） tendons and stainless steel reinforcing bars was simulated using a simplified theoretical model. The model assumes that a section in the beam has a trilinear moment--curvature relationship characterized by three particular points, initial cracking of concrete, yielding of non-prestressed steel, and crushing of concrete or rupturing of prestressing tendons. Predictions from the model were compared with the limited available test data, and a reasonable agreement was obtained. A detailed parametric study of the behavior of the prestressed concrete beams with hybrid FRP and stainless steel reinforcements was conducted. It can be concluded that the deformability of the beam can be enhanced by increasing the ultimate compressive strain of concrete, unhonded length of tendon, percentage of compressive reinforcement and partial prestress ratio, and decreasing the effective prestress in tendons, and increasing in ultimate compressive strain of concrete is the most efficient one. The deformability of the beam is almost directly proportional to the concrete ultimate strain provided the failure mode is concrete crushing, even though the concrete ultimate strain has less influence on the load-carrying capacity.