某厂大尺度楼盖结构裂缝检测及成因分析

对某厂大尺度混凝土楼盖开裂情况进行检测，并通过对混凝土板贯穿性裂缝进行计算及成因分析，表明除了荷载引起裂缝外，混凝土收缩及温度应力也是产生裂缝的主要原因．提出了控制裂缝的设计措施．     

Experimental and numerical investigation of the debonding interface between an old concrete and an overlay

The paper focuses on debonding propagation along an interface, notably on the major influence of the interlocking between the two faces of the debonding interface. The aim of the study is to obtain the data necessary for relevant and efficient debonding modelling. The work associates experiment and simulation with the purpose of quantifying the interlocking along the interface. The overlay material investigated was a fibre reinforced mortar (FRM). Direct tension tests of notched FRM specimens were firstly conducted to obtain the tensile strength and the residual normal stress—crack width relationship. Its Young's modulus was determined from compression tests. The substrate-overlay interface was investigated by direct tension tests and flexure tests performed on composite substrate-overlay specimens. The direct tension tests provided the interface tensile strength and the relationship between debonding-opening and residual normal tensile stress. Three point flexural static tests informed on the structural behaviour of the interface. The debonding interface propagation was monitored using a video-microscope with a maximum enlargement of ×175. Using the identified and quantified parameters, modelling of the above mentioned static tests was carried out by the finite elements method using CAST3M code developed in France by CEA (Centre for Atomic Energy). The comparison of modelling and experiment results shows a good coherence and proves the important role of interlocking on the debonding mechanism.     

钢筋混凝土裂缝机理与控制措施

钢筋混凝土裂缝分析与控制,全文共4部分:1、裂缝是不可避免而又可以尽量减轻的自然灾害;2、收缩裂缝分析及控制;3、温度收缩裂缝分析及控制;4、裂缝控制的综合技术措施。较全面地论述了钢筋混凝土裂缝机理及控制措施,文末附有100多篇参考文献。     

高碳钢盘条缩径原因的研究

用扫描电镜、大型金相显微镜观察分析高碳钢盘条的缩径，结果表明：造成缩径的主要原因是盘条中的非金属夹杂物超标、方坯偏析和缩孔。根据这一结果,提出了改善高碳钢盘条质量的措施和建议。     

Influence of ultra-fine fly ash on hydration shrinkage of cement paste

1INTRODUCTION Hydrationshrinkageisalsoknownaschemicalshrinkage[1].Thesolidvolumeincreasesafterce menthydrating,buttheabsolutevolumeofcementwatersystemreduces.Usuallythetotalamountofvolumeshrinkageofcementwatersystemis7%9%[1,2].Withthedevelopmentofthetechno logyofcementandconcrete,concretewithhighstrengthandhighperformanceisthedevelopingtendencynow.However,nowadays,comparedwithordinaryconcrete,thehydrationshrinkageofhighperformancecementconcreteincreasesobvi ouslybecauseoftheaccelerationof…     

基于自适应收缩因子的SAR图像去噪

针对合成孔径雷达 (SAR)图像固有的斑点噪声 ,提出了基于自适应收缩因子的去噪方法 .该方法首先将图像分解至平稳小波域 ,利用与信号相关小波系数的空间及尺度相关性 ,自适应地得到收缩因子 ,修正小波系数 .与基于Mallat分解的阈值去噪及Wiener滤波相比 ,该方法在有效抑制SAR图像噪声的同时 ,较好地保持了图像边缘细节 ,达到了理想的去噪效果     

基于HVS视觉模型下的图像降噪

描述了构建人类视觉系统(Human vision system，HVS)降噪模型的思想方法及理论依据。为了解决SureShrink及VisuShrink方法对重建图像带来的不良影响，建立了基于HVS模型的适应小波门限降噪模型，提出HVSShrink降噪策略。通过对该算法进行测试和比较，证明了使用本方法可以得到具有较好视觉效果的重建图像。     

不同位双回采空间在矿脉分枝复合膨缩严重的削壁充填采矿中的应用

不同位双回采空间试验应用于金厂沟梁金矿15^#脉，矿块地顶编号9154，应用该法主要是为了解决矿脉分枝复合膨缩严重的矿块回采问题，同时也能提高矿石的回采回收率，提高采矿回益．并为回采类似地质状况的矿块积累经验。     

浅谈现浇混凝土构件非荷载作用裂缝及其控制

对现浇混凝土构件在温度、收缩变形作用引起裂缝的原因进行了分析，提出了在设计和施工中应采取的控制措施。     

Influence of tool material on dynamics of drilling of GFRP composites

Drilling trials have been carried out on glass Fibre reinforced plastics (GFRP) with plain high speed steel (HSS), TiN coated HSS and tipped tungsten carbide drills. Most of the defects in drilling of composites are due to thrust force experienced by the workpiece. The parametric influence on cutting force was experimentally evaluated. The experimental results show that the defects toleranced drilling can be attained by proper selection of cutting parameters and tool material. This is substantiated by monitoring flank wear, hole shrinkage and acoustic emission during drilling.