双参数地基上四边自由矩形厚板计算

将双参数地基模型用于分析基础板。采用文献[1]及[2]的厚板理论,推导了双参数地基上厚板的基本方程和自由边界条件,通过引入四边滑支非齐次解及对边滑支齐次解,迭加得到了任意荷载作用下的解析解,并利用对称性大大降低了所需求解方程的阶数。编制了相应Fortran程序,可同时用于按薄板理论和Winkler模型计算。数值算例表明结果收敛迅速,精度高。分别按薄板、厚板理论计算比较了不同地基模型结果,证明本文的解克服了现有相应解的不足,能适应地基压缩层及板厚的变化,便于工程应用。     

薄板坯连铸机高拉速下铸坯表面质量控制实践

针对薄板坯连铸机高拉速生产过程中存在的板坯表面纵裂纹缺陷、结晶器液位波动和结晶器宽面铜板低寿命等问题,自主开发了高拉速系列化保护渣技术、高拉速浸入式水口技术、高拉速结晶器铜板技术。薄板坯连铸机的拉速达到6.0 m/min,铸坯表面纵裂纹缺陷比率降低了90%,板坯表面质量满足品种开发和产品质量要求。     

挑跌流护底或不护底水垫塘控制标准研究

本文使用锦屏一级、溪洛渡、糯扎渡三个大型工程的水垫塘1∶100水弹性块体模拟底板的水工模型研究了块体失稳条件.并采用专门设计的测试块体承受脉动上举力装置,测试了块体具有一定抗力条件的受力过程.进行了回归分析,给出了一定抗力条件下的安全水深,或一定水深条件下所需抗力(板重力和加锚固)大小的公式.本文对护底或护坡不护底的水垫塘塘底破坏性分析都有参考意义.     

热轧立轧小柔度板坯允许轧制压力的研究和应用

为解决板坯调宽立轧过程中常出现弯曲失稳问题,寻求实现稳定轧制的立轧允许轧制压力值,对热轧立轧小柔度板坯稳定轧制的允许轧制压力进行了研究,推导并建立了立轧小柔度板坯允许轧制压力的计算公式.实验和应用结果表明,对于处在小柔度范围内(10<B/H<25)的板坯,公式计算值与实验结果相吻合.     

Factors governing the shear response of prestressed concrete hollowcore slabs under fire conditions

This paper presents results from numerical studies on the effect of critical factors governing the shear response on prestressed concrete (PC) hollowcore slabs exposed to fire. A validated three dimensional finite element model is applied for evaluating failure of fire exposed prestressed concrete (PC) hollowcore slabs under different limiting states, including through shear. This model accounts for temperature induced property degradation in concrete and prestressing strands, cracking in concrete, varying fire exposure, loading and restraint conditions. The factors varied in the parametric study include, slab depth, load level, loading pattern, axial restraint, level of prestressing, and fire scenario. Results from parametric studies show that slab depth, load level, loading pattern, axial restraint, level of prestressing and fire scenario have significant influence on the fire response of PC hollowcore slabs, and failure under these conditions can occur through shear limiting state prior to reaching flexural limiting state. Results from parametric studies are further utilized to propose a simplified approach for evaluating shear capacity PC hollowcore slabs under fire conditions.     

基于Contourlet变换的连铸坯表面缺陷识别

根据连铸坯表面图像的特点,提出了一种基于Contourlet变换的连铸坯表面缺陷识别方法.通过Contourlet变换将样本图像分解成不同尺度和方向的子带,提取子带的Contourlet系数特征,并结合样本图像的纹理特征,得到一个高维的特征向量.利用监督核保局投影算法对高维特征向量进行降维,将降维后的低维特征向量输入支持向量机,对连铸坯表面图像进行分类识别.对现场采集到的裂纹、氧化铁皮、光照不均和渣痕四类样本图像进行实验,本文提出的识别方法对样本图像的识别率可达94.35%,优于基于Gabor小波的识别方法.     

Assessment of Segregation in Hot Tear Cracks

In solidified slabs different types of segregations such as crystal segregation (micro segregation), centre segregation (macro segregation) and hot tear segregation (HTS) may occur. The present paper examines the segregation behaviour of different elements in hot tear cracks depending on the carbon content. The aim of this work is to determine the segregation factors in the hot tear cracks filled with residual melt and compare with micro and macro segregation. Within the scope of this examination, a microanalytical assessment was made of eight slab samples with different steel grades each showing different types of hot tear cracks that had been healed up by an inflow of residual melt. The hot tear cracks are located outside the primary dendrites in the dendritic interstices, parallel or transversal to the direction of casting. Segregation in the cracks healed up by residual melt depends on the carbon content and will become more pronounced as the carbon content increases. The intensity of segregation for the various elements in the hot tear cracks (hot tear crack segregation) is between that of crystal segregation and centre segregation. The thickness of the segregated zone in the hot tear crack area is 30 ‐ 50 μm. Apart from an enrichment of the alloying elements manganese, silicon and chromium, the healed up hot tear cracks also contain secondary precipitates of sulphides and niobium‐titanium‐carbonitrides. Towards the slab centre, the latter can cause, among other things, the development of niobium‐titanium‐carbonitrides (Nb_1‐x, Ti_x)(C_1‐y, N_y) networks in the primary dendritic interstices.     

Interfacial Behavior and Debonding Failures in FRP-Strengthened Concrete Slabs

It has been demonstrated, through laboratory investigations and various field projects, that the external bonding of fiber- reinforced polymer (FRP) laminates is an effective technique for the structural enhancement of reinforced concrete slabs. In such applications, failure is generally governed by debonding of the FRP laminate. Nevertheless, numerical simulations to date of FRP-strengthened slabs have usually been based on the assumption of full bond between the concrete and FRP. In this study, the interfacial behavior between the FRP laminates and the concrete substrate is accounted for by introducing appropriate bond-slip models for the interface in a nonlinear finite-element analysis of FRP-strengthened two-way slabs. The numerical model is capable of simulating slabs strengthened in shear or in flexure; it can be applied to arbitrary FRP configurations, and can also accommodate both passive as well as prestressed FRP strengthening schemes. Results are presented in terms of load-deflection relationships, ultimate load capacities, failure modes, and interfacial slip and stress distributions. When compared to test results reported in the literature, the analysis is shown to lead to excellent predictions in that, for the entire set of FRP-strengthened specimens considered, the average of the numerical-to-experimental load capacity ratios is 0.966, with a standard deviation of 0.066. Furthermore, in all cases when FRP debonding was observed experimentally, the analysis correctly predicted the mode of failure.     

钢板-混凝土组合楼板的分类及优点

随着建筑技术的不断发展,钢板-混凝土组合板的应用也在不断扩大。本文总结、分析了各种钢板-混凝土组合板的特性、适用范围及优点。     

Analysis of lateral load transfer by internal slab-column joints

The results of an analytical study examining the behavior and load transfer mechanism of 16 interior flat slab-column joint models, transferring lateral load, are presented. Predictions of the connection response were calculated using a professional finite element computer program, utilizing three-dimensional, elasto-plastic, concrete elements.

Currently, various analytical methods are suggested for calculating the load transfer. The assume that the slab sections carry the external unbalanced moment by developing a bending moment on the front and back faces, and a torsional moment on the side faces. Several studies have tried to determine the relative contribution of the bending and torsional moments. Slots or cutting through the slab, made along the respective column faces, were introduced in an attempt to isolate the components that resist the external moment.

According to the present analysis, the various types of connections have a minor effect on the response. They display very similar deformations and stress distributions in the slab, except for very local stress concentrations, almost ignoring the slots and cuttings. As a result of this analysis, the attempts to isolate appear to be unsuitable since the slab's bending and torsional mechanisms are highly coupled.