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排序方式: 共有511条查询结果,搜索用时 15 毫秒
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In the thin slab continuous casting (TSCC) of steel, the issue of optimum fluid flow is very important due to higher casting speeds and has direct influence on the formation of solidified shells and the quality of final products. In the current work, a full-scale physical mod-eling of a thin slab caster on the basis of dimensionless Reynolds and Froude similarity criteria was constructed. The flow pattern in the fun-nel shaped mold with a new tetra-furcated submerged entry nozzle (SEN) was investigated. To ... 相似文献
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范厚春 《徐州工程学院学报》2003,(2)
阐述了BDF薄壁管在现浇钢筋混凝土空心极中的应用,介绍了其工艺原理、技术特点、计算原理、优越性等几个方面的内容,并对其施工技术进行了论述。 相似文献
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杨建水 《郑州大学学报(工学版)》1997,(3)
通过对8块无结合筋双向叠合板的试验研究,本文采用组合周界错动机构,锥面母线为直线与曲线的连线,按塑性极限分析的方法推导了抗剪强度计算公式。该公式与试验结果符合性良好。 相似文献
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This paper presents the results of a parametric study related to the wheel load distribution in one-span, simply supported, multilane, reinforced concrete slab bridges. The finite-element method was used to investigate the effect of span length, slab width with and without shoulders, and wheel load conditions on typical bridges. A total of 112 highway bridge case studies were analyzed. It was assumed that the bridges were stand-alone structures carrying one-way traffic. The finite-element analysis (FEA) results of one-, two-, three-, and four-lane bridges are presented in combination with four typical span lengths. Bridges were loaded with highway design truck HS20 placed at critical locations in the longitudinal direction of each lane. Two possible transverse truck positions were considered: (1) Centered loading condition where design trucks are assumed to be traveling in the center of each lane; and (2) edge loading condition where the design trucks are placed close to one edge of the slab with the absolute minimum spacing between adjacent trucks. FEA results for bridges subjected to edge loading showed that the AASHTO standard specifications procedure overestimates the bending moment by 30% for one lane and a span length less than 7.5 m (25 ft) but agrees with FEA bending moments for longer spans. The AASHTO bending moment gave results similar to those of the FEA when considering two or more lanes and a span length less than 10.5 m (35 ft). However, as the span length increases, AASHTO underestimates the FEA bending moment by 15 to 30%. It was shown that the presence of shoulders on both sides of the bridge increases the load-carrying capacity of the bridge due to the increase in slab width. An extreme loading scenario was created by introducing a disabled truck near the edge in addition to design trucks in other lanes placed as close as possible to the disabled truck. For this extreme loading condition, AASHTO procedure gave similar results to the FEA longitudinal bending moments for spans up to 7.5 m (25 ft) and underestimated the FEA (20 to 40%) for spans between 9 and 16.5 m (30 and 55 ft), regardless of the number of lanes. The new AASHTO load and resistance factor design (LRFD) bridge design specifications overestimate the bending moments for normal traffic on bridges. However, LRFD procedure gives results similar to those of the FEA edge+truck loading condition. Furthermore, the FEA results showed that edge beams must be considered in multilane slab bridges with a span length ranging between 6 and 16.5 m (20 and 55 ft). This paper will assist bridge engineers in performing realistic designs of simply supported, multilane, reinforced concrete slab bridges as well as evaluating the load-carrying capacity of existing highway bridges. 相似文献
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采用夹杂物原貌分析、扫描电镜和能谱分析、氧氮分析等手段系统分析了IF钢铸坯全厚度方向的洁净度变化及夹杂物分布规律.铸坯厚度方向全氧(T.O)和N质量分数平均值均为17×10-6.内、外弧表层1/16内T.O、N均高于平均值5%~10%,存在夹杂物聚集带;内弧1/4至外弧1/4区域T.O、N水平低于平均值5%~10%;表层1/16至1/4区域接近平均水平.共统计夹杂物963个,夹杂物平均粒径5.7μm,〈5μm占60%,〈10μm占90%;Al2O3夹杂主要存在表层5 mm内,尺寸在2~10μm;TiN-Al2O3和TiN粒子主要在距离表层5~80 mm,尺寸随深度增加而增大;TiN-TiS和TiS夹杂主要在距离表面80~130 mm,尺寸1~5μm.从铸坯表层到中心主要夹杂物的分布依次是Al2O3、Al2O3-TiN、TiN、TiN-TiS、TiS和MnS. 相似文献
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采用ASPEX扫描电镜中的自动特征分析功能研究了交换钢包过程(取样浇次第4、5炉)对IF钢连铸板坯表层的洁净度的影响,且对比研究了交换钢包过程浇铸铸坯(交接坯)与正常浇铸铸坯(正常坯)的表层洁净度.结果表明:正常坯与交接坯中尺寸大于20μm的表层夹杂物可分为三类:(1)簇群状Al2O3(包括气泡+簇群状Al2O3);(2)簇群状TiOx-Al2O3夹杂物;(3)保护渣夹杂物.正常坯表层的大型夹杂物主要为簇群状Al2O3,没有检测到保护渣夹杂物.换包开浇后铸坯总氧质量分数从14×10-6增至17×10-6,交接坯表层检测到较多的第2夹杂物,说明钢包开浇后钢水被轻微氧化.此外,钢包开浇后剧烈的液面波动也导致了保护渣的卷入.在当前工艺下,换包对IF钢铸坯表层洁净度的影响长度约为11m. 相似文献
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目前,压型钢板-混凝土组合板结构在工业厂房和电厂中得到广泛应用,其组合板振动特性也日渐为业主和设计人员所关注。利用ANSYS有限元分析程序对闭口型压型钢板-混凝土组合板进行数值模态分析,得到组合板各阶自振频率及振型。对模态分析过程中所涉及到的材料模型定义、单元划分以及建模技术等问题进行了详细介绍,数值模拟结果与组合板模态试验结果比较吻合,表明所采用的有限元模态分析方法能较准确模拟组合板的振动特征。进一步运用ANSYS程序对一系列不同跨度和边界条件下的组合板进行数值模态分析,得到不同跨度和边界条件下组合板的振型和自振频率,为组合板的振动设计提供有益的参考和依据。 相似文献