Drawing behaviour of metal–composite sandwich structures

The drawing behaviour of metal–composite sandwich structures is investigated as a function of the constituent material properties and the process variables of blank preheat temperature and blank-holder force. Materials include three grades of aluminium alloy as the skin layer material and two types of reinforced polypropylene composite as the core layer material. Blank-holder force has a significant effect on the failure mode of the metal–composite system with lower forces resulting in wrinkling as the dominate mode and higher forces resulting in splitting and fracture. Increasing preheat temperature decreases the failure in the composite core however it will increase the severity of wrinkling in the outer flange and sidewall.     

Monte Carlo simulation on tensile failure process of unidirectional carbon fiber reinforced nano-phased epoxy

This paper presents an analytical approach which combines the modified shear-lag model and Monte Carlo simulation technique to simulate the tensile failure process of unidirectional T700 carbon reinforced composite. Two kinds of matrix were investigated in the present paper, one is neat epoxy and the other one is SiC nano-particle filled epoxy. In the model, the strength of the fiber elements is randomly allocated by the Monte Carlo method, the elastic properties of the matrix elements and the friction after the interfaces breakage are definitely allocated. Using this model, the deformation, damage and failure process of the composite are simulated on the microscopic level, the tensile stress–strain relationship is well predicted. The relationship between mechanical properties of the fiber, matrix and composites was discussed. The analysis also shows that, compared with the neat system, nano-phased composite exhibits 10% improvement in tensile strength, which agrees with the experimental data.     

Glass-fibre-reinforced composites with enhanced mechanical and electrical properties - Benefits and limitations of a nanoparticle modified matrix

Nanoparticles and especially carbon nanotubes (CNTs) provide a high potential for the modification of polymers. They are very effective fillers regarding mechanical properties, especially toughness. Furthermore, they allow the implication of functional properties, which are connected to their electrical conductivity, into polymeric matrices. In the present paper, different nanoparticles, as fumed silica and carbon black, were used to optimise the epoxy matrix system of a glass-fibre-reinforced composite. Their nanometre-size enables their application as particle-reinforcement in FRPs produced by the resin-transfer-moulding method (RTM), without being filtered by the glass-fibre bundles. Additionally, an electrical field was applied during curing, in order to enhance orientation of the nanofillers in z-direction. The interlaminar shear strengths of the nanoparticle modified composites were significantly improved (+16%) by adding only 0.3 wt.% of CNTs. The interlaminar toughness G_Ic and G_IIc was not affected in a comparable manner. The laminates containing carbon nanotubes exhibited a relatively high electrical conductivity at very low filler contents, which allows the implication of functional properties, such as stress-strain monitoring and damage detection.     

土工格栅与铜矿尾矿界面作用特性的实验研究

钢塑复合土工格栅的加筋效果好于其它筋材的原因在于其表面结构特性,在生产过程中塑料表面处理时,肋条压制成粗糙的花纹,以增强格栅表面的粗糙程度,提高CATT钢塑复合土工格栅与土体的摩擦系数。它与土之间不仅存在表面摩擦力,而且还存在镶嵌咬合力,从而增强加筋土体的稳定性。文中以不同规格的钢塑复合土工格栅作为加筋材料,以有色金属铜矿的尾矿作为填料土,通过拉拔实验,研究钢塑复合土工格栅与铜矿尾矿填料土的界面作用特性,获得了筋--土之间的剪切强度系数(C、φ)、似摩擦系数f*等结果,并对它们的影响因素进行了分析与探讨。     

土工合成材料在软土路基工程中的应用

软土具有含水量高、孔隙比大、渗透性小、压缩性高、抗剪强度低、触变性显著等不利的工程性质。在软土地区修筑高等级公路，一直是公路建设的一个重大技术难题。简述了土工合成材料的种类、作用及其在软土路基工程中的应用机理，并结合实例分析土工织物的应用效果。     

P_2O_5填充的PVDF复合聚合物导电膜的研制与性能研究

以聚偏氟乙烯为基质,加入适量的P2O5,制备了P2O5填充的PVDF复合聚合物质子导电膜,采用交流阻抗谱的方法研究了P2O5的质量分数不同的复合膜的导电性能及相对湿度对电导率的影响.结果表明,该电解质的室温电导率达到10-2 S·cm-1,相对湿度在20%～90%范围内,对电解质的导电性影响不大.     

深层搅拌水泥土桩在基坑围护中的应用

根据地质勘察报告及实际情况和施工现场周围环境条件,参照类似工程施工经验;深层搅拌水泥土桩挡墙设计,充分考虑土体侧向压力及墙顶周围的施工荷载,按重力式挡墙进行设计并验算抗倾覆和测向位移。     

粉煤灰混凝土绝热温升的试验研究

目的 研究不同粉煤灰的掺量和不同水肢比条件下粉煤灰混凝土的绝热温升和胶凝材料水化速率的发展规律．方法 利用混凝土绝热温升仪测试混凝土绝热温升．结果 在水胶比0．53条件下，混凝土的绝热温升值随着粉煤灰掺量的增加而下降；在水胶比0．25条件下。绝热温升值先随着粉煤灰掺量的增加而增大，当掺量达40％以后绝热温升值开始下降。混凝土中胶凝材料的水化速率峰值随粉煤灰掺量增加而下降．结论 粉煤灰混凝土的绝热温升受水胶比和粉煤灰掺量共同影响，低水胶比条件下只有适当增加粉煤灰的掺量才能降低粉煤灰混凝土的绝热温升；高水胶比条件下。粉煤灰混凝土的绝热温升随粉煤灰掺量增加而下降。     

钢管-钢骨混凝土组合柱轴压比限值的研究

目的研究使钢管-钢骨混凝土组合柱发生延性破坏时所需要确定的轴压比限值．方法通过对钢管、钢骨的简化处理，从界限破坏出发，分析了钢管-钢骨混凝土组合柱轴压比限值的组成，建立了界限破坏时的计算简图，进而推导出轴压比限值的理论计算公式．结果在确定了轴压比限值的计算公式基础上，对其进行了简化计算，根据不同的抗震等级确定了试验中3个试件的轴压比限值．结论钢管-钢骨混凝土框架柱比钢管混凝土核心柱的轴压比限制提高10％左右，其值随着钢骨含率的增加而提高．因此相比钢管混凝土核心柱，钢管-钢骨混凝土组合柱具有更好的延性．     

HDPE/iPP/CB吸波复合材料的导电性能和力学性能研究

利用碳黑（CB）在多相聚合物体系各相中的选择性富集现象，制备出了HDPE／iPP／CB二元聚合物基单层吸波复合材料，使导电相（CB富集相HDPE）为吸波相，有效吸收电磁波能量；非导电相iPP为透波相，作为电磁波进入复合材料的通道．导电性能测试表明，所制备的复合材料中具有明显的渗流现象和二次渗流现象，材料中吸波相和非吸波相并存；力学性能测试表明，适量的CB将增强树脂基体的力学性能，而过量的CB使材料的力学性能下降．分析认为，利用CB在多元聚合物中的选择性富集来制备单层吸波复合材料是一种可行的方法．