聚丙烯-钢纤维/混凝土柱大偏心受压承载力计算

对270个聚丙烯纤维掺量(体积分数)分别为0vol%、0.1vol%、0.2vol%、0.3vol%、0.4vol%、0.5vol%、钢纤维掺量(体积分数)分别为0vol%、0.5vol%、1vol%、1.5vol%、2vol%的聚丙烯-钢纤维/混凝土试块进行立方体抗压试验、轴心抗压试验和劈裂抗拉试验,基于复合材料力学理论,考虑纤维的取向系数、长度有效系数和界面黏结系数,对其建立强度预测模型并进行机制分析,同时选取掺量分别为0vol%、0.1vol%、0.3vol%的聚丙烯纤维、掺量分别为0vol%、1.5vol%的钢纤维制作6根聚丙烯-钢纤维/混凝土柱,对其进行大偏心受压试验,在强度预测模型的基础上进行承载力计算,提出聚丙烯-钢纤维/混凝土承载力计算方法。结果表明:钢纤维对聚丙烯-钢纤维/混凝土立方体抗压强度、轴心抗压强度和劈裂抗拉强度均有提高;聚丙烯纤维可提高聚丙烯-钢纤维/混凝土的劈裂抗拉强度,但不能提高聚丙烯-钢纤维/混凝土的抗压强度;聚丙烯-钢混杂纤维加入混凝土柱可有效提高其极限承载力。      

混杂工艺对椰壳-大麻/聚丙烯复合材料力学性能的影响

采用正交分析法,讨论混杂工艺和复合工艺对椰壳-大麻/聚丙烯（PP）复合材料力学性能的影响。结果表明,混杂处理后的椰壳-大麻/PP复合材料的力学性能均比相同复合工艺条件下的大麻/PP复合材料有较大程度的改善。椰壳纤维与大麻纤维质量比对混杂椰壳-大麻/PP复合材料力学性能影响最大,且混杂椰壳-大麻/PP复合材料的力学性能随椰壳纤维含量的增加而线性增大;混杂针刺毡中PP纤维质量分数对混杂椰壳-大麻/PP复合材料的抗弯强度影响较大,最初混杂椰壳-大麻/PP复合材料的抗弯强度随PP纤维质量分数的增加而减小,随后又随PP纤维质量分数的增加有一定程度的增大,而混杂椰壳-大麻/PP复合材料的抗拉强度则随PP纤维质量分数的增大而线性减小;混杂椰壳-大麻/PP复合材料的力学性能随复合层压温度的升高呈下降趋势。      

膨胀石墨/酚醛树脂-聚乙烯醇缩丁醛复合双极板的制备与性能

采用聚乙烯醇缩丁醛（PVB）对酚醛树脂（PF）进行改性,并以膨胀石墨为第一导电填料,用模压成型法制备了新型质子交换膜燃料电池用膨胀石墨/PF-PVB复合材料双极板。研究了PVB与PF质量比、改性树脂含量及炭黑的添加对膨胀石墨/PF-PVB复合材料双极板电导率、抗弯强度等性能的影响。结果表明,当改性树脂质量分数固定为30wt%时,膨胀石墨/PF-PVB复合材料双极板在PVB：PF=0.5时表现出最佳的电导率及抗弯强度,分别为192.3 S/cm、47.25 MPa,与不添加PVB的膨胀石墨/PF复合材料双极板相比,平面内电导率和抗弯强度分别提高了12.3%、14.2%。在PVB含量固定的条件下（PVB：PF=0.5）,当改性树脂的质量分数由25wt%增加至45wt%时,膨胀石墨/PF-PVB复合材料双极板的电导率下降,而抗弯强度增加。进一步添加炭黑提高膨胀石墨/PF-PVB复合材料双极板的导电性能,当改性树脂质量分数固定为45wt%时,炭黑添加量为4wt%的试样表现出最佳的平面电导率和面比电阻,分别为137 S/cm、14.4 mΩ·cm²。     

陶瓷-尼龙复合纤维含量对石膏铸型性能和微观形貌的影响

向石膏粉料中添加不同含量陶瓷-尼龙复合纤维制备石膏铸型试样，测试分析陶瓷-尼龙复合纤维交织强化石膏试样的性能并观察其断口，研究陶瓷-尼龙复合纤维含量对石膏铸型性能和微观形貌的影响。结果表明，陶瓷-尼龙复合纤维含量对石膏铸型性能影响显著，随着陶瓷-尼龙复合纤维含量增加，石膏试样生胚抗弯强度呈倒V字形变化趋势，焙烧后的抗弯强度变化不大；石膏试样透气率随陶瓷-尼龙复合纤维含量的增加而增大，当石膏混合料中陶瓷-尼龙复合纤维质量分数为1.25wt%时达到最大值32.3，与传统石膏铸型相比，增大近21倍，尼龙纤维焙烧后形成的孔洞提高了石膏铸型透气率，陶瓷纤维保留在基体中提高强度，当陶瓷-尼龙复合纤维质量分数大于0.75wt%时，纤维会团聚并割裂基体；导热性和抗热震性随陶瓷-尼龙复合纤维含量的增加而先增大后减小，当陶瓷-尼龙复合纤维含量为0.75wt%~1wt%时，导热性和抗热震性相对最佳。      

三聚氰胺聚磷酸盐对竹纤维/聚丙烯复合材料力学及阻燃性能的影响

采用三聚氰胺聚磷酸盐（MPP）作为阻燃剂,加入到竹纤维/聚丙烯（BF/PP）复合毡中,制备MPP-BF/PP复合材料。采用力学测试和SEM研究MPP对MPP-BF/PP复合材料力学性能和微观形貌的影响;采用极限氧指数（LOI）、热失重（TG）和吸水率为指标研究MPP对MPP-BF/PP复合材料阻燃性、热稳定性和耐水性的影响。测试表明:MPP的质量分数小于30wt%时,MPP-BF/PP复合材料弯曲强度和冲击强度随MPP质量分数的增加先增大后减小,当MPP质量分数达到5wt%时,MPP-BF/PP复合材料呈现出最佳的弯曲强度和冲击强度;MPP在MPP-BF/PP复合材料内部均匀分布,而随着MPP质量分数的增加,MPP-BF/PP复合材料断裂面的粗糙度明显提高,即MPP与PP界面相容性变差,使其力学性能降低。LOI测试结果表明,MPP可以有效提高MPP-BF/PP复合材料的阻燃性能,当MPP质量分数为30wt%时,MPP-BF/PP复合材料LOI达到24.3%。热失重测试表明,MPP的加入可提高MPP-BF/PP复合材料的热分解温度,促进其残炭率明显增大,有利于提高MPP-BF/PP复合材料阻燃性能。耐水性能测试结果表明,MPP质量分数小于20wt%时,MPP对MPP-BF/PP复合材料的耐水性能没有明显影响。采用模糊综合评价法分析表明,MPP质量分数为10wt%时,MPP-BF/PP复合材料性能最优。      

碳纳米管对激光选区熔化成形Al基复合材料的影响

基于激光选区熔化（SLM）方式,通过改变扫描速度,制备不同碳纳米管（CNTs,质量分数分别为0、0.5wt%、1.0wt%、1.5wt%、2.0wt%）含量的CNTs/Al复合材料试件,探究不同CNTs含量与激光扫描速度对试件性能的影响。结果表明,CNTs含量小于1.0wt%时,分散效果较好,大部分CNTs以单根状态黏附于Al粉表面;含量大于1.0wt%时,CNTs团聚尺寸增大、数量增多。相同SLM成形工艺下,低CNTs含量的CNTs/Al复合材料试件内部孔隙较少,致密度较高;高CNTs含量的CNTs/Al复合材料试件内部孔隙逐渐增多,致密度降低。激光扫描速度为1 300 mm/s工艺下,随着CNTs质量分数的增加,CNTs/Al复合材料试件硬度呈先上升后下降趋势,在CNTs含量为1.0wt%显微硬度达到最高。CNTs/Al复合材料试件平均晶粒尺寸相对于铝合金试件更加细化,在CNTs含量大于1.0wt%时,尽管晶粒依然细化,但试件致密度降低造成显微硬度下降明显。     

钢纤维对水泥基复合材料抗起裂特性的影响

通过不同钢纤维体积分数及不同试件尺寸的预制缺口三点弯曲梁断裂试验,研究了普通乱向及定向钢纤维增强水泥基复合材料的抗起裂特性。利用试验测得的荷载-裂缝口张开位移曲线,分析了钢纤维对水泥基复合材料断裂性能的影响,并基于线性相关系数陡降法计算了起裂韧度。结果表明,定向钢纤维增强水泥基复合材料的起裂韧度明显高于普通乱向钢纤维增强水泥基复合材料;起裂韧度随钢纤维体积分数的增加而逐渐增大,当钢纤维体积分数达到0.9%左右时,定向钢纤维增强水泥基复合材料的起裂韧度值趋于稳定;在本试件高度范围内(40~100mm),起裂韧度随试件尺寸增加而逐渐增大,且定向钢纤维增强水泥基复合材料的增长趋势较为平缓。此外,从裂缝尖端夹杂改变其应力强度因子的角度解释了钢纤维的掺入及定向对起裂韧度的提高作用。     

纤维增强水泥基复合材料压剪破坏的细观实验研究

对聚丙烯纤维和钢纤维增强水泥砂浆复合材料和混凝土复合材料进行了MTS 准静态单轴压缩实验和压剪加载条件下的细观力学实验研究。比较两类纤维在这两种加载条件下的作用发现: 在单轴压缩条件下, 钢纤维作用显著, 聚丙烯纤维基本没有什么作用;在压剪加载条件下, 钢纤维在材料各个变形阶段均起明显作用, 聚丙烯纤维在加载过程中起到一定的作用, 但由于含量较少对材料的极限荷载基本没有贡献。在细观实验中, 观察到了钢纤维和碎石颗粒在材料破坏过程中脱粘与断裂的作用方式。但只是在水泥砂浆试件的局部观察到了孔洞崩塌现象, 对于其促成压缩带形成的机理尚须深入的工作。     

超微竹炭增强聚丙烯复合材料的制备与性能

为提高聚丙烯(PP)基复合材料的力学性能和热学性能,将不同质量分数的超微竹炭(UFBC)作为增强体引入聚丙烯,通过熔融挤出及注塑成型工艺制备UFBC/PP复合材料。利用SEM和DSC分析、力学强度和吸湿性测试等手段综合表征复合材料性能。结果表明:UFBC与PP基体间界面结合紧密;UFBC的添加对PP复合材料的力学强度有较好的增强效果:UFBC质量分数为30wt%时,UFBC/PP复合材料的拉伸强度和弯曲强度达到较大值,分别为26MPa和54MPa,较纯PP分别提高了9%和18%,UFBC/PP复合材料的耐湿性仍保持较佳水平,吸湿率均小于0.1%;UFBC质量分数为40wt%时,熔融温度提高了3.1℃;UFBC质量分数为50wt%时,UFBC/PP复合材料的结晶温度提高了10.8℃。UFBC的添加有效促进了UFBC/PP复合材料的结晶,改善了其加工性。     

浸泡腐蚀对玻璃纤维-空心玻璃微珠/环氧树脂复合泡沫材料弯曲性能的影响

制备了不同纤维质量分数的玻璃纤维-空心玻璃微珠/环氧树脂复合泡沫材料。通过三点弯曲试验研究了纤维质量分数对复合泡沫材料力学性能的影响。将复合泡沫材料试件置于蒸馏水和海水中浸泡,研究了浸泡腐蚀对试件弯曲性能的影响,并结合扫描电镜照片分析其原因。研究表明:纤维质量分数越高,玻璃纤维-空心玻璃微珠/环氧树脂复合泡沫材料的吸湿率越大,且在蒸馏水中的吸湿率较海水中的更大。试件的弯曲强度随纤维质量分数增加而增大,当纤维质量分数为10%时达到最大,比未添加纤维的试件增强了51%,之后则随纤维质量分数增加逐渐降低。浸泡腐蚀降低了试件的弯曲性能,其中海水浸泡后的试件弯曲性能最低。玻璃纤维-空心玻璃微珠/环氧树脂复合泡沫材料弯曲强度降低的直接原因是浸泡腐蚀使得部分玻璃微珠和玻璃纤维与环氧树脂基体间的界面层受到破坏。     

Thermo-mechanical properties of fiber reinforced raw perlite concrete

The effect of hooked steel, wavy steel and polypropylene fibers on the thermo-mechanical properties of raw perlite aggregate concrete was investigated. In order to determine the effect of fiber ratio on the thermo-mechanical properties of 100% raw perlite concrete, 0.25%, 0.75%, 1.25%, and 1.75% fiber ratios were used by volume of the sample and also, 350 kg/m³ cement dosage and 3 ± 1 cm slump were used. When compared to the control sample that contains no fiber, (1) with the increase of steel fiber ratio in the mixtures thermal conductivity (TC), unit weight, splitting-tensile strength, and flexural strength of concretes increased, (2) with the increase of steel fiber ratio in the mixtures compressive strength of concretes decreased, and (3) with the increase of polypropylene fiber ratio in the mixtures TC, unit weight, compressive strength, splitting-tensile strength, and flexural strength of concretes decreased.     

聚乙烯醇纤维增强钢渣粉-水泥复合材料基本力学性能及微观结构

通过掺加钢渣粉来制备聚乙烯醇（PVA）纤维增强钢渣粉-水泥基复合材料,从宏微观两个方面研究了这种复合材料的性能。考虑了基体材料的水胶比（0.25和0.35）、不同钢渣粉质量分数（0、30wt%、60wt%、80wt%）,采用抗压强度试验、薄板四点弯曲试验研究了PVA纤维增强钢渣粉-水泥基复合材料的基本力学性能变化规律及其在弯曲荷载作用下的裂缝控制能力,采用扫描电镜观测了破坏后试样的微观结构。结果表明,水胶比和钢渣粉掺量均可明显影响PVA纤维增强钢渣粉-水泥基复合材料的基本力学性能,在低水胶比条件下（水胶比为0.25）,钢渣粉掺量达到80wt%时,试样表现出较高的韧性指数和良好的裂缝控制能力,基本满足工程所需强度要求,水胶比为0.35时钢渣掺量不宜超过60wt%;同时,从节能减排的角度考虑,利用钢渣粉制备PVA纤维增强钢渣粉-水泥基复合材料是可行的。      

Flexural behavior of geopolymer composites reinforced with steel and polypropylene macro fibers

Like ordinary Portland cement concrete, the matrix brittleness in geopolymer composites can be reduced by introducing appropriate fiber reinforcement. Several studies on fiber reinforced geopolymer composites are available, however there is still a gap to understand and optimize their performance. This paper presents the flexural behavior of fly ash-based geopolymer composites reinforced with different types of macro steel and polypropylene fibers with higher aspect ratio. Three types (length-deformed, end-deformed and straight) of steel fibers and another type of length-deformed polypropylene fiber with optimum fiber volume fraction of 0.5% are studied. The effects of different geometries of the fibers, curing regimes (ambient cured and heat cured at 60 °C for 24 h) and concentration of NaOH activator (10 M and 12 M) on the first peak strength, modulus of rupture and toughness of the geopolymer composites are investigated. The quantitative effect of fiber geometry on geopolymer composite performance was also analyzed through a fiber deformation ratio. The compressive strength, splitting tensile strength and flexural toughness are significantly improved with macro fibers reinforcement and heat curing. The results also show that heat curing increases the first peak load of all fiber-reinforced geopolymers composites. End-deformed steel fibers exhibit the most ductile flexural response compared to other steel fibers in both heat and ambient-cured fiber reinforced geopolymer composites.     

回收汽车用废旧塑料制备复合板材的力学性能

以汽车内饰用废弃塑料为主要原料,粉碎后通过添加新的接枝改性聚丙烯短切玻璃纤维制备出复合板材,研究了改性PP和短切玻纤对材料力学性能的影响.结果表明,改性PP的加入有利于改善材料的成形性能.添加新的改性聚丙烯后,复合材料的压缩强度和压缩模量增大,随着改性PP含量的提高,弯曲强度大幅提高而弯曲模量稍有降低;随着短切玻璃纤维含量的提高,材料的弯曲强度及弯曲模量均明显提高.     

微胶囊-玄武岩纤维/水泥复合材料的力学性能

以水泥、玄武岩纤维和脲醛/环氧树脂微胶囊为主要材料,制备水泥基复合材料标准试样,研究纤维掺量、纤维长度、微胶囊质量分数、水灰质量比和养护龄期对复合材料抗折强度和抗压强度的影响,利用正交实验确定微胶囊-玄武岩纤维/水泥自修复复合材料力学性能的最优配比。实验结果表明：抗折强度随着纤维掺量的增加而增加,抗压强度随着纤维掺量增加而减小;随着纤维长度的增加,抗折强度略有增加,抗压强度略有降低;抗折强度随着微胶囊质量分数的增加呈现出先增加后减小的趋势,而抗压强度则呈现下降趋势;抗折强度与抗压强度随养护龄期的增加而呈增加的趋势;材料经损伤后修复,抗折强度修复率为117%,恢复率为103%,抗压强度修复率为71%,恢复率为97%。     

超高分子量聚乙烯纤维的液相氧化改性及其环氧树脂基复合材料的力学和摩擦性能

为增强超高分子量聚乙烯(UHMWPE)纤维与环氧树脂(EP)基体之间的界面粘结强度,采用重铬酸钾溶液对UHMWPE纤维进行表面改性并制备UHMWPE纤维/EP复合材料。结果表明,UHMWPE纤维经液相氧化后表面刻蚀痕迹明显,表面粗糙度明显增加,结晶度增加了11.3%,与乙二醇的接触角减小了14.12°。与纯环氧树脂相比,纤维含量为0.4%的未改性UHMWPE纤维/EP复合材料的拉伸强度降低18.04%,纤维含量为0.6%的液相氧化改性UHMWPE纤维/EP复合材料的拉伸强度降低51.55%,未改性UHMWPE(纤维含量0.5%)和液相氧化改性UHMWPE(纤维含量0.4%)纤维/EP复合材料的冲击强度分别提升了3.29%和4.39%。当纤维含量为0.3%时,液相氧化改性UHMWPE纤维/EP复合材料的弯曲强度比纯环氧树脂增加6.55%,比未改性UHMWPE纤维/EP复合材料增加19%。当纤维含量由0增大到0.5%时,改性和未改性UHMWPE纤维/EP复合材料的摩擦系数先增加后减小。     

Mechanical behavior of recycled coarse aggregate concrete reinforced with steel fibers under direct shear

Recycled coarse aggregate (RCA) concrete has attracted more and more attention worldwide in recent years due to the exhaustion of natural coarse aggregate and environmental pollution from construction and demolition waste in civil engineering. In this study, experiments were carried out on over 100 specimens to investigate the mechanical properties and failure mode of concrete with different volume content of steel fibers (0%, 0.5%, 1%, 1.5%, and 2%) and different RCA replacement ratio (0%, 30%, 50% and 100%) under direct shear load. The results show that addition of steel fibers can effectively improve the shear strength and shear toughness of RCA concrete. For a given compressive strength, the RCA replacement ratio has negligible impact on shear strength, but shear deformation and toughness increase as RCA replacement ratio reaches above a ‘limiting value’. A shear strength formula for steel fiber reinforced RCA concrete (SFRCAC) based on compressive strength and characteristic coefficient of steel fiber has been put forward.     

Effect of steel fiber on the mechanical properties of oil palm shell lightweight concrete

This paper reports the results of a study conducted to investigate the effect of low volume content of steel fiber on the slump, density, compressive strength under different curing conditions, splitting tensile strength, flexural strength and modulus of elasticity of a grade 35 oil palm shell (OPS) lightweight concrete mixture. The results indicate that an increase in steel fiber decreased the workability and increased the density. All the mechanical properties except the modulus of elasticity (E) improved significantly. The 28 day compressive strength of steel fiber OPS lightweight concrete in continuously moist curing was in the range of 41–45 MPa. The splitting tensile/compressive and the flexural/compressive strength ratio for plain OPS concrete are comparable with artificial lightweight aggregate. The (E) value measured in this study was about 15.5 GPa on average for all mixes, which is higher than previous studies and is in the range of normal weight concrete. Steel fiber can be used as an alternative material to reduce the sensitivity of OPS concrete in poor curing environments.     

An experimental study on the hazard assessment and mechanical properties of porous concrete utilizing coal bottom ash coarse aggregate in Korea

This study evaluates quality properties and toxicity of coal bottom ash coarse aggregate and analyzes mechanical properties of porous concrete depending on mixing rates of coal bottom ash. As a result, soundness and resistance to abrasion of coal bottom ash coarse aggregate were satisfied according to the standard of coarse aggregate for concrete. To satisfy the standard pertaining to chloride content, the coarse aggregates have to be washed more than twice. In regards to the result of leaching test for coal bottom ash coarse aggregate and porous concrete produced with these coarse aggregates, it was satisfied with the environment criteria. As the mixing rate of coal bottom ash increased, influence of void ratio and permeability coefficient was very little, but compressive and flexural strength decreased. When coal bottom ash was mixed over 40%, strength decreased sharply (compressive strength: by 11.7–27.1%, flexural strength: by maximum 26.4%). Also, as the mixing rate of coal bottom ash increased, it was confirmed that test specimens were destroyed by aggregate fracture more than binder fracture and interface fracture. To utilize coal bottom ash in large quantities, it is thought that an improvement method in regards to strength has to be discussed such as incorporation of reinforcing materials and improvement of aggregate hardness.