格构腹板增强泡沫夹芯复合材料梁准静态压陷试验

采用真空导入成型工艺,制备以聚氨酯泡沫为芯材,以玻璃纤维增强复合材料为面板和格构腹板的双向格构腹板增强泡沫夹芯复合材料梁。对普通泡沫夹芯梁和格构腹板增强泡沫夹芯梁进行准静态压陷性能测试并进行对比分析。结果表明:格构腹板增强泡沫夹芯梁相对于普通泡沫夹芯梁,其抗压陷能力得到了显著提升,通过理论推导得出格构腹板增强泡沫夹芯复合材料梁准静态压陷表达式,并且与试验进行对比,结果较吻合。     

格构腹板增强泡沫夹芯复合材料准静态压缩吸能试验

复合材料夹层结构具有轻质高强、弯曲刚度大、耐腐蚀、可设计性强、抗冲击、吸能效果好等特点,用玻璃纤维增强复合材料制作面板和格构腹板,以聚氨酯泡沫作为芯材,采用真空导入成型工艺,制备格构腹板增强泡沫夹芯复合材料试件。保持试件的平面尺寸不变,改变腹板间距、腹板高度、腹板铺层数和泡沫密度等参数,对试件进行准静态轴向压缩试验,对比研究其吸能性能。得到以下结论:格构腹板间距和厚度对抗压承载力和吸能性能影响较大,而泡沫芯材的密度影响较小;该新型复合材料的抗压承载力以及吸能性能随着腹板所占的体积比增大而增大,格构腹板对芯材的承载及吸能增强效果显著。     

格构腹板式界面增强泡桐木夹芯复合材料梁的弯曲性能试验

复合材料及其夹层结构具有轻质高强、耐腐蚀、节能保温等特点,以玻璃纤维增强复合材料作为面层和格构腹板,以泡桐木为芯材,采用真空导入成型工艺,制备出格构腹板式界面增加泡桐木夹芯复合材料梁。在保持试件总尺寸不变条件下,对木梁、无格构木芯梁、格构木芯梁进行了平面、侧面四点受弯性能试验研究对比。得出如下结论:同一种构造试件平面受压时所受的极限承载力和刚度比侧面受压时所受的极限承载力和刚度高;无格构木芯梁、格构木芯梁试件所受的极限承载力和刚度比木梁试件所受的极限承载力和刚度有明显的提高;格构木芯梁试件所受的极限承载力和刚度比无格构木芯梁试件所受的极限承载力和刚度有一定的提高。     

横向腹板增强复合材料夹层梁受弯性能试验研究

通过四点弯试验研究横向腹板增强复合材料夹层梁受弯性能,得到不同腹板间距、厚度对夹层梁弯曲破坏模式、刚度、极限承载力及延性性能的影响规律。结果表明:横向腹板能改变夹层梁的破坏模式,无腹板增强夹层梁破坏模式为芯材剪切破坏,横向腹板增强夹层梁破坏模式为多区格渐进破坏模式;相对于无腹板增强夹层梁,横向腹板能显著增强复合材料夹层梁的延性特性,最高达229%,腹板间距越小,夹层梁延性性能越好。     

格构增强型复合材料夹层结构的制备与受力性能

真空导入成型工艺是一种新型的适合大型/异型复合材料结构件成型的技术.选用H-60 PVC泡沫、四轴向玻璃纤维布以及乙烯基酯树脂,通过在泡沫芯材上、下表面开槽,同时沿芯材厚度方向剖开,采用真空导入成型工艺制备出在结构上具有创新构型的格构增强型复合材料夹层结构.研究结果表明,真空导入成型工艺充模速度快、成型效益高;格构增强型复合材料夹层结构的剪切、平压与抗弯性能均较传统夹层结构得以提高;其格构腹板可有效抑制泡沫芯材剪切裂纹的扩展,避免面板与芯材的剥离破坏;阐明了格构增强型复合材料夹层结构的受弯极限承载能力.     

格构腹板增强木芯复合材料短柱轴压性能试验与理论分析

格构腹板增强木芯复合材料短柱以玻璃纤维增强复合材料作为面层与格构腹板,以泡桐木作为芯材,采用真空导入工艺制作而成,具有轻质高强、耐腐蚀、延性好等显著优点。对具有不同格构腹板布置形式、纤维增强复合材料壁厚等参数的复合短柱进行轴压试验,研究了其破坏模式和机理。基于弹性分析法计算了短柱试件的极限承载力,计算值与试验值吻合较好。     

格构腹板增强轻木夹芯复合材料桥面板的制备与受弯分析

提出了一种新型格构腹板增强轻木夹芯复合材料桥面板,这种面板具有轻质高强、耐腐蚀、易拼装等特点,可用于军事舟桥等组合结构桥梁领域。该新型桥面板的复合材料面层、格构腹板与芯材在模具内通过真空导入工艺整体一次成型,利用格构腹板提高面层与芯材的整体性,可更大程度地发挥新型桥面板的受力性能。基于复合材料夹层结构经典理论,对该桥面板在典型轮式车辆和履带式车辆荷载作用下的性能进行了受力分析。结果表明:该桥面板的刚度满足设计要求;纤维面层正应力和轻木芯材剪应力均满足强度要求;与原同尺寸军用桥面板相比,减重57%。     

隔板方向对泡沫芯复材夹芯梁抗剪性能影响的试验研究

采用真空导入工艺制作了3组不同方向(横向、纵向及双向)的隔板增强泡沫芯复材夹芯梁,对其进行了剪跨比为3的三点弯试验研究,获得了其失效过程及破坏模式,分析了隔板布置方向对该复材夹芯梁受剪力学行为的影响。结果表明:1隔板横向、纵向及双向布置时,夹芯梁的破坏模式分别为上面层弯曲折断、侧面层局部屈曲及上面层剪切破坏;2横向隔板可有效阻止泡沫芯材的斜裂缝扩展,从而提高构件在横向荷载作用下的延性,但不能显著提高夹芯梁的刚度和强度;3隔板纵向布置时,构件的承载力和刚度相比于未增强的普通泡沫芯复材夹芯梁分别提高了1.02倍及5.65倍,但延性仅提高了0.23倍;4双向隔板增强泡沫夹芯梁的力学性能与纵向隔板增强泡沫夹芯梁较为相似,其承载力和刚度均明显高于横向隔板。     

横隔板增强型泡沫夹芯复合材料梁抗剪性能试验研究

复合材料泡沫夹芯结构易发生芯材剪切破坏,需对泡沫芯材进行增强。本文对比分析了不同增强泡沫夹芯结构的增强原理、芯材对界面性能和抗剪能力的贡献以及各自的局限;采用真空导入工艺制作了横隔板增强泡沫夹芯梁,并对其进行了剪跨比为3的三点弯试验,研究了横隔板及其间距对泡沫夹芯结构抗剪性能的影响。试验结果表明,横隔板的存在能有效提高构件的延性,且横隔板间距越小,延性越好,改善了泡沫夹芯结构脆性破坏的特性;但横隔板增强对夹芯梁强度和刚度的影响不大,该结果与垂直缝纫增强泡沫夹芯结构的试验结果类似。横隔板增强泡沫夹芯结构具有良好的设计性,其制作过程比较简单,可改变横隔板角度或采用双向隔板增强,从而在保持延性的优势下,提高其强度和刚度。     

芯材密度对复合材料夹层梁弯曲力学性能影响

研究了聚氨酯泡沫密度对复合材料夹层梁弯曲力学性能的影响。首先,对5种不同密度(48~413kg/m3)泡沫芯材复合材料夹层梁进行三点弯试验研究,结果表明,夹层梁极限承载力随芯材密度的增大而增大;当芯材密度大于等于199kg/m3时,继续增大泡沫密度,夹层梁极限承载力增加速度变慢;随着芯材密度的增加,夹层梁破坏模式由芯材压陷变为面板受压屈服破坏。其次,基于考虑芯材竖向压缩变形的高阶剪切变形理论,对不同试验梁弯曲受力机理进行弹性分析,得到夹层梁上、下面板挠度变化及应变分布规律,并与试验结果对比,验证了理论分析方法的正确性。最后,对试验过程中夹层梁典型的破坏模式进行极限承载力分析,提出其极限承载力计算公式,并与试验结果对比,结果吻合良好。     

缝合增强泡沫夹芯结构复合材料力学性能研究

采用机械缝合设备连续制备了"X"型构型缝合增强泡沫夹芯结构预成型体,并采用真空导入模塑工艺(VIMP)整体成型了缝合增强泡沫夹芯结构复合材料。实验研究了面板纤维布层数、面板纤维布穿透缝合层数、缝合角度、缝合针距及纱线股数对缝合增强泡沫夹芯结构复合材料弯曲性能和平压性能的影响规律。实验结果表明:与未缝合结构相比,缝合结构在质量未明显增加的情况下,弯曲性能和压缩性能得到了显著提高,其弯曲刚度最大提高了4.66倍,破坏载荷最大提高了13.8倍;压缩强度和压缩模量最大分别提高了26.2倍和15.2倍。     

Behavior of sandwich beams with functionally graded rubber core in three point bending

The three‐point bending behavior of sandwich beams made up of jute epoxy skins and piecewise linear functionally graded (FG) rubber core reinforced with fly ash filler is investigated. This work studies the influence of the parameters such as weight fraction of fly ash, core to thickness ratio, and orientation of jute on specific bending modulus and strength. The load displacement response of the sandwich is traced to evaluate the specific modulus and strength. FG core samples are prepared by using conventional casting technique and sandwich by hand layup. Presence of gradation is quantified experimentally. Results of bending test indicate that specific modulus and strength are primarily governed by filler content and core to sandwich thickness ratio. FG sandwiches with different gradation configurations (uniform, linear, and piecewise linear) are modeled using finite element analysis (ANSYS 5.4) to evaluate specific strength which is subsequently compared with the experimental results and the best gradation configuration is presented. POLYM. COMPOS., 2011. © 2011 Society of Plastics Engineers     

剪切对泡沫夹层结构梁弯曲性能的影响

本文以受剪后横截面仍为一平面但与轴线不再垂直为基本假设,采用能量法建立了一种对泡沫夹层结构梁的弯曲性能进行分析的方法。通过对比试验数据以及有限元的计算结果,得到用该方法可较为准确地预测泡沫夹层结构梁的挠度。通过分析,得到了剪切对泡沫夹层结构梁挠度的影响程度随着梁的跨高比的增大而减小,同时讨论了梁横截面正应变及正应力的分布情况。     

夹层复合材料的弯曲理论分析与计算方法研究

对夹层梁弯曲理论进行了深入研究,并用解析的方法计算了夹层梁的弯曲应力和挠度。在高阶夹层梁理论假设的基础上,假设夹芯只存在剪切变形,根据经典的梁弯曲理论,通过对夹层梁微元的受力分析,确定各层、层间的内力分布和各层间的变形协调关系,从而求出夹层梁各层的正应力、层间剪应力和弯曲挠度的解析表达式。最后,用三维有限元计算结果验证了解析算法结果的准确性。研究结果表明,此方法计算公式简单且精度较高。     

Peel strength improvement of foam core sandwich beams by epoxy resin impregnation on the foam surface

The interfacial adhesion characteristics between foam cores and faces affect much the structural integrity of foam core sandwich structures. The peel strength between the face plate and the foam core is one of the appropriate parameters for the interfacial characteristics of sandwich structures and its peel energy is also measured for the interfacial characterization. The peel strength is the first peak force per unit width of bondline required to produce progressive separation, and the peel energy is the amount of energy per unit bonding area associated with a crack opening. In this study, to improve the peel strength between the foam core and the face plate of foam core sandwich beams, the surfaces of foam core sandwich beams were resin-impregnated. Then the peel strength as well as peel energy of resin impregnated polyurethane foam core sandwich beams were measured by the cleavage peel test and compared with those of the same sandwich beams without surface resin impregnation on the foam surface.     

钢纤维对钢筋混凝土梁弯曲韧性与疲劳损伤的影响

通过钢筋混凝土梁弯曲静载和等幅疲劳试验,研究了钢纤维对钢筋混凝土梁挠度、弯曲韧度、刚度以及刚度损伤累积的影响.结果表明:在弯曲静载试验中,梁的挠度随着钢纤维体积率的增加而逐渐减小,弯曲韧度逐渐增大;在疲劳试验中,各梁挠度增长和刚度损伤累积随着荷载循环次数增加均呈现三阶段变化规律,说明钢纤维掺入不会改变钢筋混凝土梁疲劳损伤发展规律,但会改变梁挠度和刚度的大小,随着纤维掺量增加,梁的挠度逐渐减小,刚度逐渐增加,抵抗变形能力增强.     

新型泡沫铝三明治板的弯曲性能

采用复合轧制方法制备界面为冶金结合的泡沫铝三明治. 通过对制备出的泡沫铝三明治进行三点抗弯实验验证界面的结合性和整体的抗弯性. 对载荷-位移曲线进行分析,讨论两种不同孔隙率的三明治板的变形行为,结果表明二者明显不同. 低孔隙率(58.81%)的三明治板的抗弯强度和弯曲弹性模量比高孔隙率(76.21%)的大,而高孔隙率的三明治板的断裂吸收能和断裂挠度比低孔隙率的大. 实验结果对今后泡沫铝三明治板的设计有实际指导意义.     

Comparison of foam core sandwich panel and through‐thickness polymer pin–reinforced foam core sandwich panel subject to indentation and flatwise compression loadings

Through‐thickness polymer pin–reinforced foam core sandwich (FCS) panels are new type of composite sandwich structure as the foam core of this structure was reinforced with cylindrical polymer pins, which also rigidly connect the face sheets. These sandwich panels are made of glass fiber–reinforced polyester face sheets and closed‐cell polyurethane foam core with cylindrical polymer pins produced during fabrication process. The indentation and compression behavior of these sandwich panels were compared with common traditional sandwich panel, and it has been found that by reinforcing the foam core with cylindrical polymer pins, the indentation strength, energy absorption, and compression strength of the sandwich panels were improved significantly. The effect of diameter of polymer pins on indentation and compression behavior of both sandwich panels was studied and results showed that the diameter of polymer pins had a large influence on the compression and indentation behavior of through‐thickness polymer pin–reinforced FCS panel, and the effect of adding polymer pins to FCS panel on indentation behavior is similar to the effect of increasing the thickness of face sheet. The effect of strain rate on indentation behavior of FCS panel and through‐thickness polymer pin–reinforced FCS panel were studied, and results showed that both types of composite sandwich panels are strain rate dependent structure as by increasing strain rate, the indentation properties and energy absorption properties of these structures are increased. POLYM. COMPOS., 37:612–619, 2016. © 2014 Society of Plastics Engineers