成形压力对SiCp/2024铝基复合材料性能的影响

采用直热法粉末触变成形工艺制备了SiCp体积分数为60%的SiCp/2024铝基复合材料,研究了成形压力对其孔隙率、抗弯强度、热膨胀系数的影响。结果表明,成形压力过大不利于提高复合材料的密度;成形压力为60 MPa时,复合材料的抗弯强度最大,为289.33MPa;随着成形压力增加,复合材料的热膨胀系数先增加后减小。在成形压力为60 MPa时,复合材料在200℃的热膨胀系数最小,为6.687×10^-6 K^-1。     

影响增强聚丙烯雾化测试结果的因素

雾化重量法是衡量汽车内饰材料挥发物中的有害成分对人体健康的影响程度的测试.因此,为了合理控制挥发性物质的产生,降低车内环境污染,对用于汽车内饰的材料进行雾化测试是十分必要的.通过控制变量研究样品状态、加工工艺、测试温度、测试时间、平衡时间对雾化重量法进行测试,分别测试了内饰材料增强聚丙烯系列的长玻璃纤维增强材料和短玻璃...     

土工合成材料加筋土力学行为研究应用新进展

对目前加筋土体的室内模型试验研究、国内外土工合成材料加筋结构的理论计算分析方法及工程应用等3个方面所取得的研究进展进行了综述，比较了各种理论分析方法的适用条件和局限性，并提出了研究加筋土体的分析方法和模型试验的一些设想。     

三维土工网垫在护坡工程中的应用

简述了三维土工网垫护坡的作用机理和一般设计原则，以及施工过程中关键环节的控制，并与其他护坡方式作经济适应性比较，具有广阔的应用前景．     

加筋HDPE管在农田灌溉和给水工程中的应用

本文介绍了一种新型复合管材———HDPE筋塑管的特点 ,并与其它管材进行了比较 ,给出了目前的应用领域 ,最后具体介绍了农田灌溉工程中应用的施工过程 ;结论是HDPE筋塑管是一种性能良好、应用前景广泛、与其它管材相比有很强的经济性的管材     

FRP侧贴加固钢筋混凝土梁受弯承载力计算与分析

根据纤维增强复合材料(Fiber Reinforced Plastics)侧贴加固钢筋混凝土构件受弯性能的试验研究,对受弯破坏形态和设计要求进行了讨论。基于平截面假定的正截面受弯承载力的计算理论,提出了FRP侧贴加固构件的正截面受弯承载力的实用计算方法。计算值与试验值吻合较好,并具有较高的可靠性,可供设计参考。探讨了《混凝土结构加固设计规范》(GB 50367-2006）中由梁底改贴到梁两侧面的FRP截面积修正系数ηf的取值情况:在hf/h为定值时,ηf并不象《混凝土结构加固设计规范》所示为定值,而是随加固梁各参数的变化而变化。     

Mechanically Fastened FRP-Strengthened Two-Way Concrete Slabs with and without Cutouts

The feasibility of strengthening concrete slabs in flexure, with and without cutouts, using the mechanically fastened (MF) FRP technique is investigated. Two series of large-scale reinforced concrete slabs are tested. The first series is comprised of five slabs without a cutout, and measuring 2,600×2,600×120?mm; the second series consists of four slabs of the same dimensions with a central cutout measuring 800×800?mm. The mechanically fastened system is found to be a valid alternative to the externally bonded system resulting in a rapid, economic, and effective strengthening technique for two-way concrete slabs. The increases in ultimate capacities of the MF FRP-strengthened slabs range between 30 and 70% over those of the unstrengthened specimens. In addition, finite-element modeling of MF FRP-strengthened slabs is introduced in this study. The interfacial behavior between the MF FRPs and the concrete substrate is accounted for by using appropriate interfacial models. Very good agreement is obtained between the test results and the numerical predictions.     

Performance of a Tied-Arch Reinforced Concrete Railway Bridge: Rating, Safety Assessment, and Bond Length Evaluation

This study presents investigations regarding visual inspection, dynamic testing, and finite-element modeling of an approximately 80-year old reinforced concrete tied-arch railway bridge that is still in service in Turkey. Investigations were conducted as part of a systematic periodic inspection along Ankara-Zonguldak railway line. The bridge is subject to heavy freight trains with increasing axle loads. Field tests such as material tests and dynamic tests were used to calibrate the finite-element model of the bridge. Detailed information regarding testing and model updating procedure is given. Based on test results, computer model was refined. The calibrated model of the bridge structure was then used for structural assessment and evaluation. Despite sufficient overall safety, local details were found to be problematic. Due to insufficient bond length in hanger-to-arch connection, a strengthening scheme using steel channel sections was proposed.     

Rational approach for the analysis of segmental reinforced soil walls based on kinematic constraints

The paper presents an analytical method for the solution of reinforced soil walls in which the wall facing has a structural role. The three-component (soil–reinforcement–wall) system is statically indeterminate, and hence cannot be solved by equilibrium equations alone. The paper follows up on the work of Baker and Klein [2004. An integrated limiting equilibrium approach for design of reinforced soil retaining structures part I – formulation. Geotextiles and Geomembranes 22, 119–150] where an interaction model, incorporating factors that divide forces between the reinforcement layers and the wall, was introduced to solve the statically indeterminate system. In the current work, the division factors are resolved such that the kinematic constraints of compatibility between the reinforcement layers and the wall are satisfied. This is achieved by solving an optimization problem in which the objective function includes the relative displacement between the reinforcement layers and the wall. The resultant system is fully coupled whereby upper reinforcement layers are affected by the behavior of lower layers. As such, the method overcomes the limitation of the original framework in which the top-down procedure omits such coupling. A non-dimensional parametric study was conducted on walls with 10 face blocks (9 reinforcement layers). Results are given in a normalized manner for cases in which the reinforcement pullout stiffness is uniform and linearly increasing with depth. Analysis results show that in cases where the wall is relatively stiff compared to the reinforcement, the upper reinforcement layers are clearly affected by the lower layers (this is a direct outcome of the fully coupled system). On the other hand, when the relative stiffness of the wall is low, the system behavior tends towards that of a hinged system, which is statically determinate. In this case the solution becomes independent of the reinforcement pullout stiffness. Analysis results indicate that current design codes, which do not explicitly consider the structural role of the facing in the calculation procedure, may be overconservative in certain cases. This result supports the argument for introducing the structural role of the facing into design procedures.     

基于HHT的钢筋混凝土结构损伤检测新方法分析

针对混凝土结构损伤信号的特点,引入一种非平稳信号的时频分析新方法--希尔伯特-黄变换(Hilbert-Huang变换,简称HHT)用于混凝土结构损伤检测.该方法是通过经验模态分解(empirical mode decomposition, EMD)提取信号的固有模态函数(intrinsic mode function, IMF),再进行Hilbert变换,求瞬时频率、瞬时振幅,得到信号的Hilbert谱.试验中通过对无损伤和有损伤两种钢筋混凝土梁进行侧向激振检测,对无损伤信号和损伤信号谱特征进行比较分析,结果表明HHT方法能识别结构损伤,且优于常规的Fourier变换方法及小波变换(wavelet transform, WT)方法,值得推广.