超高分子量聚乙烯纤维混凝土的基本力学性能

针对C70等级高强混凝土,设计了4种超高分子量聚乙烯纤维掺量混凝土,通过立方体抗压、劈裂抗拉和四点弯曲抗折试验,分析了纤维掺量对混凝土力学性能的影响。结果表明:超高分子量聚乙烯纤维对混凝土的抗压强度增强作用不明显,但较大提高了混凝土的抗拉强度和抗折强度,且对混凝土有很好的阻裂、增韧效果。在纤维体积掺量为0.3%~0.5%时,劈裂抗拉强度提高25%以上;掺量0.5%时,弯曲抗折强度提高率超过23%。     

黏结剂和纤维对石蜡微胶囊保温砂浆抗裂性影响

采用黏结剂增强石蜡微胶囊保温砂浆内部微粒间的结合力,分析了黏结剂类型和掺量对石蜡微胶囊保温砂浆抗折强度、黏结强度和韧性的影响;采用纤维增韧技术提高保温砂浆的抗裂能力,分析了纤维类型和掺量对石蜡微胶囊保温砂浆力学性能和抗裂性能的影响;确定了配制石蜡微胶囊保温砂浆使用乙烯—乙酸乙烯酯共聚乳胶粉黏结剂和聚丙烯纤维,其最佳掺量...     

海水集料混凝土基本力学性能试验研究

海水集料混凝土是利用球形高性能吸水树脂及水泥基质制备而成的新型多孔混凝土材料,以孔隙率为变量,对海水集料混凝土进行基本力学性能试验,建立了孔隙率与抗压强度、劈裂抗拉强度、抗折强度、弹性模量之间的经验公式,结果表明海水集料混凝土立方体受压破坏形式受孔隙率影响较为明显,孔隙率为35%及以下时表现为劈裂破坏,35%以上时表现为剪切破坏。     

钢纤维改性环氧树脂砂浆力学性能

采用硅烷偶联剂对钢纤维表面改性,研究了不同体积分数、长径比和偶联剂改性前后钢纤维环氧树脂砂浆(SFEM)的力学性能,结果表明钢纤维对SFEM有显著增强作用。当钢纤维体积分数为2.0%,长径比为45,SFEM的抗折强度、抗压强度、峰值荷载和弹性模量达到最大值,较环氧树脂砂浆(EM)分别提高了51.73%,34.87%,39.98%和118.45%;钢纤维经偶联剂改性后,SFEM的抗折强度和抗压强度进一步提高,较改性前分别提高了10.52%和12.12%。     

高掺量碳纤维增强活性粉末混凝土力学性能实验

采用一种新的碳纤维自分散工艺和专用分散设备制备出了掺量达胶结材质量8％的碳纤维增强活性粉末混凝土；研究了碳纤维掺量对活性粉末混凝土的力学性能影响规律。实验结果表明，在碳纤维掺量高时，活性粉末混凝土的力学性能受碳纤维掺量和水胶比两个因素共同作用。     

长期海洋环境下混凝土的拉压关系现场试验研究

为研究经长期海洋环境劣化后混凝土的抗拉强度与抗压强度关系(以下简称拉压关系),赴舟山市某废弃港口分别于4处受海洋环境长期侵蚀但程度不同的位置,现场钻芯、加工、遴选,共获取86个芯样。通过对芯样进行抗压试验与劈裂抗拉试验,发现混凝土经海洋环境长期侵蚀后,劈裂抗拉强度随抗压强度的增大而增大,且拉压关系相对稳定;长期处于海洋环境下的混凝土劈裂抗拉强度为(fcu,150/18+0.5,fcu,150/18+3),该范围适用于抗压强度为10~50 MPa的混凝土,可为研究长期海洋环境下混凝土的力学性能提供参考依据。     

磺化酚醛树脂的研究:高效减水剂的制备及其对混凝土工作度和力学性能的影响

制备了以磺化酚醛树脂为基础的3种高效减水剂,该高效减水剂能显著地减少用水量和改善混凝土工作度以及力学强度.测试结果显示:随掺量的增加,混凝土抗压强度在一定范围内有明显的提高,然后增加较慢或有所下降;混凝土的抗折、抗拉、抗剪强度以及与钢筋的粘接强度均高于对照空白样.同硅灰、磨砂矿渣相结合还获得了抗压强度大于100MPa、流动性好的超高强混凝土.     

活性粉末混凝土200（RPC200）的配制试验研究

进行了活性粉末混凝土(RPC)的配制试验,通过5批试件分别探讨砂灰比、石英粉、硅灰、水胶比和钢纤维等因素单值变化时对RPC流动度以及抗折强度、抗压强度的影响.研究表明:在常规制作工艺条件下,配制出抗压强度和抗折强度分别为145.6 MPa和26.68MPa的无纤维RPC;当钢纤维含量为6%时,RPC的抗压强度和抗折强度分别达到了201.3MPa和73.67 MPa.     

纤维增强混凝土抗侵彻性能分析

本文根据冲击强度等试验结果对多种纤维增强混凝土的抗侵彻性能进行了分析,并提出了今后发展抗侵彻纤维增强混凝土的一些应注意的问题。     

活化煤矸石改性混凝土的抗氯离子渗透性能

采用活化煤矸石作为矿物掺合料配制煤矸石混凝土,研究活化煤矸石对混凝土抗氯离子渗透性能的影响。运用机械-热复合活化方式对煤矸石进行活化,采用强度评价法评价活化煤矸石的活性,确定最佳激活条件;利用经最佳激活条件处理的煤矸石按照不同配比制成煤矸石混凝土,采用快速测定法对该混凝土进行抗氯离子性能测试。研究发现:球磨3 h并经800℃煅烧的煤矸石,抗压强度评价系数达到80.9%;经过该条件处理的煤矸石掺量为30%、水胶比为0.4、砂率为0.35时,氯离子扩散系数最小,为6.356 4μm2/s。通过数据拟合得出混凝土氯离子扩散系数同活化煤矸石掺量之间的函数关系,可用以确定一定范围内活化煤矸石掺量对改性混凝土中氯离子扩散系数的影响。     

碳纤维强度的统计特性及对复合材料线芯力学性能的影响

测试了国产T300级碳纤维的单丝和复丝拉伸强度,并用Weibull分布来描述碳纤维单丝平均拉伸强度。采用拉挤工艺制备出国产碳纤维复合线芯,测试了国产碳纤维复合线芯的弯曲强度和短梁剪切强度性能。结果表明:国产T300级碳纤维单丝拉伸强度性能达到东丽T300碳纤维水平,且分散性更小;复丝强度略低。国产T300级碳纤维集束性较差,在拉挤抽纱过程中,容易夹纱和起毛。在纤维体积含量基本相同情况下,国产T300级碳纤维复合线芯力学性能与东丽T700碳纤维复合线芯力学性能相差不大。     

Investigation of the mechanical and ballistic properties of hybrid carbon/ aramid woven laminates

High-performance ballistic fibers, such as aramid fiber and ultra-high-molecular-weight polyethylene (UHMWPE), are commonly used in anti-ballistic structures due to their low density, high tensile strength and high specific modulus. However, their low modulus in the thickness direction and insufficient shear strength limits their application in certain ballistic structure. In contrast, carbon fiber reinforced epoxy resin matrix composites (CFRP) have the characteristics of high modulus in the thickness direction and high shear resistance. However, carbon fibers are rarely used and applied for protection purposes. A hybridization with aramid fiber reinforced epoxy resin matrix composites (AFRP) and CFRP has the potential to improve the stiffness and the ballistic property of the typical ballistic fiber composites. The hybrid effects on the flexural property and ballistic performance of the hybrid CFRP/AFRP laminates were investigated. Through conducting mechanical property tests and ballistic tests, two sets of reliable simulation parameters for AFRP and CFRP were established using LS-DYNA software, respectively. The experimental results suggested that by increasing the content of CFRP that the flexural properties of hybrid CFRP/AFRP laminates were enhanced. The ballistic tests’ results and the simulation illustrated that the specific energy absorption by the perforation method of CFRP achieved 77.7% of AFRP. When CFRP was on the striking face, the shear resistance of the laminates and the resistance force to the projectiles was promoted at the initial penetration stage. The proportion of fiber tensile failures in the AFRP layers was also enhanced with the addition of CFRP during the penetration process. These improvements resulted in the ballistic performance of hybrid CFRP/AFRP laminates was better than AFRP when the CFRP content was 20 wt% and 30 wt%.     

混凝土高温力学性能及数学模型研究评述

分析了高温作用下混凝土内部发生的物理化学变化及其对混凝土力学性能产生的影响.通过对国内外部分混凝土高温力学性能试验成果总结分析,得到了混凝土高温作用后抗压强度、抗拉强度及弹性模量等力学性能的劣化规律.在对混凝土高温数学模型进行总结归纳的基础上,深入探讨了不同模型的特点以及存在的不足,为进一步研究混凝土结构的高温力学性能...     

整体缝合夹芯结构复合材料力学性能

所设计的新型整体缝合泡沫夹芯复合材料结构,能够避免一般斜缝方式引起纤维交叉损坏的弊端。采用真空导入模塑工艺制备整体缝合泡沫夹芯结构复合材料,研究缝合结构、缝合方式以及缝合纱线用量对整体缝合泡沫夹芯复合材料平压力学性能和弯曲性能的影响。结果表明,新型缝合结构在保证平压力学性能的同时,相比于垂直缝合结构弯曲破坏载荷提高了94.4%;穿透缝合方式能够显著提高试样的平压强度和弯曲破坏载荷;随着缝合纱线用量的增加,整体缝合泡沫夹芯复合材料的压缩和弯曲性能显著提高。     

Synergistic effect of hybrid Himalayan Nettle/Bauhinia-vahlii fibers on physico-mechanical and sliding wear properties of epoxy composites

The cellulosic bast fibers are recognized as a justifiable and biodegradable substitute for producing moderate strength polymer composite materials because of their characteristics of renewability, eco-friendliness, and higher specific strength. Hence the aim of this research work is to fabricate Himalayan bast fibers (Nettle fiber (NF)/bauhinia vahlii fiber (BF)) based mono/hybrid epoxy composites at varying weight percentage of 2–6 wt% and evaluate the physical (void fraction and water absorption), mechanical (tensile strength, flexural strength, hardness) and sliding wear properties of as-fabricated composites. The 6 wt% NBF reinforced composites exhibited higher mechanical properties as compared to NF and BF composites with tensile strength of 34.04 MPa, flexural strength of 42.45 MPa, and hardness of 37.01 H_v respectively. The influence of various control factors (sliding velocity, NF/BF/NBF contents, normal load and sliding distance) on specific sliding wear rate of composites was evaluated by Taguchi (three factors at three levels) experimental design and the percentage contribution of these selected parameters on sliding wear performance was examined by Analysis of variance (ANOVA). The sliding wear property of as-developed composites was found to be greatly influenced by sliding velocity and the wear resistance was observed to be improved with the NF/BF/NBF contents. The wear mechanism of the as-fabricated composites has been elucidated by scanning electron microscopy analysis. The research outcomes demonstrated that the hybridization of Bauhinia vahlii fiber with Nettle fiber led to improve the mechanical and wear properties of epoxy composites.     

Residual Characteristic of High-Velocity Steel Fragments Penetrating UHMWPE FRP Laminates

The mechanical performance of ultra-high molecular weight polyethylene fiber (UHMWPE) and its composites were proposed. Penetrated properties of different thicknesses UHMWPE FRP laminates (URP) impacted by 3.3g cubic high velocity fragments were studied. According to the ballistic experimental results and theoretical analysis, the linear relation between ballistic limit vBL and area density AD was confirmed. The relative parameters of showing experientially residual velocity vr were expressed by the function of AD. In the end, versatile experiential expression between vr and AD was found. Prediction of vr and vBL using obtained expressions under the above stated condition of impacting URP was consistent with the experimentaled results. Consequently, the two experiential relations can be used to predict the residual velocity and ballistic limit of cubic high velocity fragments impacting URP. The residual characteristic of high-velocity steel fragments penetrating UHMWPE FRP laminates can be more exactly forecasted by the two derived experiential formulas.     

轻集料钢筋混凝土梁受弯性能试验研究

轻集料混凝土应用于港口工程是一个待研究的课题.通过对4根轻集料钢筋混凝土梁和2根普通混凝土梁进行的抗弯对比试验,研究了轻集料钢筋混凝土粱的抗弯力学性能.结果表明,轻集料钢筋混凝土梁在承受正常荷载时,其力学性能与普通混凝土梁相比无明显差异;在破坏时脆性较同等级普通混凝土粱略大,延性略差.但考虑到轻集料混凝土的优点,在实际工程中可代替普通混凝土受弯构件工作.     

添加SiC微粉对硅树脂先驱体转化3D Cf/Si-O-C材料性能的影响

以三维碳纤维织物和廉价的硅树脂为原料,采用先驱体转化工艺制备3D G/Si-O-C材料,考察了浸渍液中添加SiC填料对材料微观结构、力学性能和抗氧化性能影响.结果表明:添加适量的SiC填料有助于减少基体孔隙,改善界面结合,从而提高材料的力学性能;而SiC含量过高时,容易在材料内部形成闭孔,从而导致材料力学性能下降.当SiC微粉含量为18.2%时,材料具有最好的力学性能,弯曲强度和断裂韧度分别为421.3MPa和13.0 MPa·m1/2;而材料的抗氧化性能随着SiC微粉含量的增加而增加,当SiC微粉含量为25.0%时,材料的弯曲强度保留率最高,达到了89.5%.     

Effect of post weld heat treatment on tensile properties and microstructure characteristics of friction stir welded armour grade AA7075-T651 aluminium alloy

This paper reports the effects of post weld heat treatments, namely artificial ageing and solution treatment followed by artificial ageing, on microstructure and mechanical properties of 12 mm thick friction stir welded joints of precipitation hardenable high strength armour grade AA7075-T651 aluminium alloy. The tensile properties, such as yield strength, tensile strength, elongation and notch tensile strength, are evaluated and correlated with the microhardness and microstructural features. The scanning electron microscope is used to characterie the fracture surfaces. The solution treatment followed by ageing heat treatment cycle is found to be marginally beneficial in improving the tensile properties of friction stir welds of AA7075-T651 aluminium alloy.