内置横向插板加强型管节点静力强度研究

主管内设置横向插板是改善焊接圆钢管结构承载能力的一种方法。为了研究横向内置插板对节点静力强度的影响,采用有限元方法,对62个加强与未加强的T形节点模型进行了有限元模拟和分析。调查了节点区域和内置横向插板在静力加载过程中的变形过程。通过对模型参数的研究发现：内置横向插板能够提高T形节点的静力强度,但当T形节点承受轴向压力作用时,静力强度的提高对插板长度和厚度的变化不敏感。插板的厚度可按照构造措施选取,长度不能小于支管的直径。     

聚丙纤维混凝土在住宅工程中的应用研究

随着中国的房地产业迅速发展,城市住宅在数量和质量上得到明显地提高和改善,同时在住宅工程质量方面暴露出诸多问题.其中地下室、楼地面、外墙出现裂缝并引起渗漏是一个严重问题,而在混凝土或砂浆中掺加聚丙烯纤维,能够减少混凝土及砂浆的收缩裂缝,并能提高耐久性,因此使用聚丙烯纤维是提高住宅工程质量的一个有效途径.     

Preparation and characterization of polyelectrolyte copolymers containing methyl methacrylate and 2-hydroxyethyl methacrylate. I. Polymers based on methacrylic acid

Acidic polyelectrolyte copolymers containing 2-hydroxyethyl methacrylate (HEMA), methyl methacrylate (MMA), and methacrylic acid (MAA) were prepared by free radical polymerization to high conversion in solution. Copolymer yields were obtained by gravimetry (all in the 30–50% range), relative molecular weights estimated by intrinsic viscosity measurements (all in the 50–70 cc/g range), tacticity by ¹³C nuclear magnetic resonance (NMR) spectroscopy (all polymers predominantly syndiotactic with some atactic content), and composition by acid/base titrations in conjunction with ¹H-NMR spectroscopy (all close to the monomer charge ratios). Acid strengths or apparent pKa's were examined as a function of extent of ionization. Measurements performed in water indicated that the compact/extended coil transformation in predominantly syndiotactic polymethacrylic acid occurs also in copolymers of similar tacticity containing moderate to high concentrations of MAA. The apparent pKa of such polymers containing only small amounts of MAA did not vary with extent of ionization, indicating a low degree of interaction between the acid groups. In copolymer pairs containing similar amounts of MAA but differing HEMA and MMA contents, the polymer containing more HEMA appeared the stronger acid, presumably due to a better solvation of that polymer which would increase the net spatial charge–charge separation and decrease cooperative effects that lead to suppressed ionization.     

锶铁氧体胶态振动注模成形技术研究

通过絮凝、振动脱水工艺处理,获得固相体积分数达50%的锶铁氧体浆料,实现了高质量锶铁氧体坯体的胶态振动注模成形.分析了工艺条件对成形过程及样品质量的影响.实验表明:胶态注模成形比凝胶注模成形需要加入更多的单体与交联剂才能得到坯体强度相当的坯体;烧成后的锶铁氧体的剩余磁感应强度为420 mT,矫顽力H_(cb)为270 kA/m,最大磁能积(BH)_(max)为34 kJ/m~3.     

Surface modification of DF-2 tool steel under the scan of a YAG laser in continuously moving mode

Pulsed Nd:YAG laser with focus diameter of 1.06 μm was used to treat successively and continuously the surface of DF-2 cold work tool steel plate. Surfaces irradiated under a large range of laser setting parameters resulted in very different morphologies and microstructures. Roughness of the treated surface was measured by Talysurf profilometer, whilst surface morphologies and microstructures were investigated by scanning electron microscopy (SEM). Change of crystalline structure and composition of the treated surface layers before and after treatments were studied by energy dispersion spectroscopy (EDX). Cross-sectional micro-hardness of the treated layers was also analyzed. Measured micro-hardness values clearly indicated the performance improvement of the treated surface owing to the formation of martensite. Penetration depth of the micro-hardness varied greatly with the laser irradiating parameters that recursively results in different microstructures. Suitable control of the laser irradiation parameters allowed the accomplishment of highest micro-hardness at the outermost surface.     

A fast inter-frame encoding scheme using the edge information and the spatiotemporal encoding parameters for HEVC

Multimedia Tools and Applications - High Efficiency Video Coding (HEVC), as a novel video coding standard, has shown a better coding efficiency than all existing standards, such as H.264/AVC. It...     

Some micromechanical models of elastoplastic behaviors of porous geomaterials

Some micromechanics-based constitutive models are presented in this study for porous geomaterials. These micro-macro mechanical models focus on the effect of porosity and the inclusions on the macroscopic elastoplastic behaviors of porous materials. In order to consider the effect of pores and the compressibility of the matrix, some macroscopic criteria are presented firstly for ductile porous medium having one population of pores with different types of matrix (von Mises, Green type, Mises–Schleicher and Drucker–Prager). Based on different homogenization techniques, these models are extended to the double porous materials with two populations of pores at different scales and a Drucker–Prager solid phase at the microscale. Based on these macroscopic criteria, complete constitutive models are formulated and implemented to describe the overall responses of typical porous geomaterials (sandstone, porous chalk and argillite). Comparisons between the numerical predictions and experimental data with different confining pressures or different mineralogical composites show the capabilities of these micromechanics-based models, which take into account the effects of microstructure on the macroscopic behavior and significantly improve the phenomenological ones.     

大跨软岩隧道施工动态监测试验研究

以内蒙古金盆湾大跨软岩隧道为工程背景,通过现场监测及数值分析,探讨围岩拱顶沉降、钢支撑内力、围岩与初期支护之间的内力、初期支护与二衬之间的内力随时间及开挖距离的变化规律,并用现有的理论及方法对其进行围岩稳定性分析。研究结果表明:对拱顶沉降数据的拟合函数进行求导分析并判定出围岩的稳定状况良好;围岩和初期支护压力在距离上台阶开挖面65 m后逐渐稳定;钢支撑外侧应力平均值大于内侧应力,最大应力值小于钢拱架的屈服强度,开挖过程安全级别始终处于安全或者基本安全状态;初衬和二衬间的接触应力在二衬浇筑后2天左右达到最大值,随后减小趋于稳定,且稳定值都小于0.1 MPa;数值模拟的围岩变形规律和实测围岩的变形规律相同且沉降实测值与模拟值差别不大,证明了模型的合理性。研究结论可为类似条件下工程的设计、施工和监测提供指导。     

方钢管螺旋筋复合约束混凝土柱轴压机理及承载力计算

为研究方钢管螺旋筋复合约束混凝土柱的轴压受力性能,完成了25个方钢管螺旋筋复合约束混凝土柱试件和4个普通方钢管混凝土柱试件的轴心受压试验。从试件的表观破损全过程、核心混凝土的碎裂形态、螺旋筋的失效模式、荷载位移曲线、各钢材组分的应变发展规律等多个角度对方钢管螺旋筋复合约束混凝土柱的轴压机理展开分析,并与普通方钢管混凝土柱进行了对比。研究结果表明：螺旋筋有效改善了方钢管对核心混凝土约束不均匀的特点|螺旋筋、纵筋及方钢管之间具有良好的变形协调性,在本研究的配筋率范围内(0.44%~2.90%),螺旋筋的屈服强度均能充分发挥|方钢管螺旋筋复合约束混凝土柱比普通方钢管混凝土柱具有更好的轴压承载能力和变形能力,且随着螺旋筋间距的减小、直径和径宽比的增大,其表现出更优良的轴压性能|基于复合约束模型推导的承载力公式,其物理意义明确、形式简单,且计算值与试验值吻合较好,可供工程设计参考。     

嵌入式基础叠合式地下室外墙板受力性能与嵌入深度研究

为研究采用嵌入式基础的叠合式地下室外墙板在平面外土侧压力作用下的受力性能,对9个嵌入式基础叠合墙板试件和1个作为对比的现浇混凝土试件进行了静力加载试验,观察两种不同试件的破坏过程和最终的破坏模式,并评估基础嵌入深度、墙板外侧纵筋配筋率、基础外侧杯壁厚度、基础与墙板间接触面是否采用粗糙处理等主要参数对嵌入式基础叠合墙板受力性能的影响。在此基础上,借助有限元分析确定叠合墙板嵌入式基础的计算模型,并给出具体的设计方法,进一步通过理论分析给出基础嵌入深度这一关键几何参数的建议值和取值范围。