混凝土T梁横隔板合理截面尺寸数值分析

为研究混凝土T梁桥横隔板合理的厚度和高度,建立了56组混凝土简支T梁ANSYS有限元数值模型,对每组模型进行了施加中载和边载的受力性能分析.分析结果表明,当横隔板高度在肋板高度的54%~81%之间,且横隔板厚度不超过20 cm时,主梁跨中挠度、主梁跨中钢筋最大纵向拉应力以及中横隔板跨中板底钢筋横向拉应力均达到了较为适宜的值.因此,横隔板高度的合理值应在肋板高度的54%~81%之间,厚度合理值应在12 cm~20 cm之间,在以上范围内,具体取值应根据工程实际情况而定.     

Methods of Modifying the Brittle Behavior of Cementitious Composites

We put forward effective methods of increasing the tensile strain of cementitious composites with 2% PVA fiber and high fly ash content. The test results show that curing condition has a significantly effect on the tensile performance. It is approved that the specimens incorporated appropriate volume fraction rubber powder and lightweight aggregate greatly increase the tensile strain of composites at medium-term age, but indefinitely at long-term age. To a certain extent, EVA can limitedly enhance the tensi...     

摩擦式提升机安全性能的初步分析

介绍了多绳摩擦式提升机的工作原理,对摩擦式提升机的安全性能进行了分析,探讨了摩擦式提升机的防滑安全系数和具体的防滑安全措施,并对摩擦提升机的主要优缺点进行了比较．     

Introduction of fluorin into PBO polymer chains: Toward higher thermal stability and lower dielectric constant

A series of novel fluorinated benzoxazole polymers (6FPBO's) with high thermal stability and low dielectric constant were synthesized by copolymerization of 1,3-diamino-4, 6-dihydroxybenzene dihy-drochloride (DAR), 1,4-benzenedicarboxylic acid (PTA) and various amount of 4'4- (hexafluoroisopro-pylidene) bis (benzoic acid) (BIS-B-AF) in the medium of polyphosphoric acid (PPA). 6FPBO fibers were then obtained via dry-jet wet-spinning technique and characterized by means of Fourier transform infrared (FTIR) spectra, thermogravimetric analysis (TGA), single fiber tensile testing machine and scanning electron microscopy (SEM). FTIR spectrum of 6FPBO fibers indicated that the fluorine groups had been incorporated into PBO molecular chains successfully. TGA curves revealed that 6FPBO fibers possessed high thermal stability just as pure PBO fibers. Moreover, dielectric constant spectrum of 6FPBO exhibited that the polymers had low dielectric constant, especially in the range of high- frequency.     

改性纤维素增强丙烯酰胺水凝胶的合成与拉伸性能研究

采用水媒法制备了低取代度羧甲基纤维素,并用接枝聚合法制备了改性纤维素/丙烯酰胺水凝胶,考察了单体质量比、取代度等对水凝胶拉伸性能的影响.结果表明:对于接枝聚合反应,采用低取代度羧甲基纤维素可以提高纤维素的有效用量;当交联剂用量为180 mg/L、引发剂1 300 mg/L、低取代度羧甲基纤维素和丙烯酰胺质量比在1∶4 ～ 1∶4.5之间、单体质量分数为30%时,合成水凝胶的拉伸强度达到0.28 MPa;在此基础上,适量添加15%的淀粉可使水凝胶拉伸强度达到0.47 MPa;添加1%二氧化钛可使水凝胶拉伸强度达到0.38 MPa.     

天然橡胶/顺丁橡胶并用硫化胶的力学破坏机理

用扫描电子显微镜对天然橡胶／顺丁橡胶并用硫化胶的力学破坏机理进行了研究，结果表明试验样拉伸疲劳破坏断面具有拉伸断裂和屈挠龟裂的双重特征。白炭黑和Ｓｉ６９的加入使硫化胶的屈挠疲劳初始裂口形式发生变化。热氧老化使试样的拉伸断裂由韧性向脆性转化。     

加工条件对PP/芳纶复合材料横向拉伸性能的影响

对单向聚丙烯／芳纶纤维复合材料的横向拉伸性能进行了研究，讨论了压制时间、成型温度、成型压力，以及芳纶纤维的体积含量等对复合材料体系横向拉伸强度的影响。结果发现，随着压制时间、成型温度的增加，复合材料体系的横向拉伸强度提高；随成型压力的提高，复合材料的横向拉伸强度先升后降。此外，复合材料的横向拉伸强度随着芳烃纤维体积含量的增加而大幅度降低。     

Splicing of reinforcement bars with epoxy joints

The splicing of reinforcement bars in tension using epoxy-sleeve joints is described. The optimum length of the splicing sleeve required and the optimum bonding layer of epoxy resin in the joint were determined in direct tension tests. The performance of the epoxy-sleeve joint made to these optimum dimensions is then compared to that of a lap splice made according to the provisions of CP 110 in a beam flexure test. A sleeve length of 12 bar diameters and an optimum average thickness of 2 mm of the bonding layer of epoxy are shown to develop the full strength of the splices bar. Tensile reinforcement bars spliced using epoxy-sleeve joints are shown to perform satisfactorily as flexural reinforcement in beams and compare favourably with the standard CP 110 lap splice. Epoxy-sleeve joints are shown to produce stiffer beams and reduced crack width at the joints.     

UHPC的轴拉性能与裂缝宽度控制能力研究

为研究3种类型超高性能混凝土(ultra-high performance concrete,简称UHPC)的轴拉应力-应变曲线及其裂缝宽度控制能力,包括高应变强化UHPC、低应变强化UHPC和应变软化UHPC.采用轴拉试验方法测试狗骨头形试件,得到UHPC的轴拉应力-应变曲线和缝宽-应变曲线.试验结果表明:高应变强化UHPC和低应变强化UHPC的轴拉应力-应变曲线均包括弹性段、应变强化段和应变软化段,应变软化UHPC只有弹性段和应变软化段;UHPC应变强化段和应变软化段的转折点是裂缝缓慢扩展和迅速扩展的临界点;提高UHPC的极限拉伸应变,即延长其应变强化段,有助于提高其裂缝宽度控制能力;高应变强化UHPC拉伸应变在0.42%之前,其裂缝宽度均小于0.05 mm.对比C50混凝土(极限应变、极限强度分别为0.012%、2.3 MPa),高应变强化UHPC优异的裂缝宽度控制能力避免了结构设计中受正常使用状态裂缝宽度验算限制的影响,同时可在钢筋屈服前与其全程协同工作,这使得钢筋增强高应变强化UHPC在某些需要对裂缝宽度进行严格控制的结构类型中具有很高的应用价值.     

拉压变形对B(N)掺杂碳纳米管Al吸附性能的影响

为了研究(5,5)碳纳米管的B(N)环状掺杂效应,以及拉压变形对B(N)环状掺杂碳纳米管Al吸附性能的影响,采用基于密度泛函理论的平面波赝势和广义梯度近似方法,对B(N)环状掺杂碳纳米管Al吸附模型进行了几何优化,计算了B(N)环状掺杂碳纳米管的形成能,并确定了Al原子的最稳定吸附位置.结果表明,B(N)环状掺杂(5,5)碳纳米管的结构较为稳定.B(N)环状掺杂可以增加碳纳米管与Al之间的吸附能;一定范围内的拉伸和压缩变形则会降低碳纳米管与Al之间的大部分吸附能.