组合楼板的全过程挠度分析

对组合楼板的挠度进行研究,其值直接取决于异性钢板与混凝土间连接的剪切刚度。基于架构理论,直接考虑连接的剪切刚度,提出计算组合楼板挠度的方法,考虑混凝土层在普通裂缝和受压下塑性变形对结构刚度的影响。采用本方法,可获得这些影响因素从初始阶段至极限状态全范围的变化情况。对异形钢板与混凝土的连接试件进行试验,结果表明:其连接性能分3个阶段。每个阶段都有不同的剪切特性,用于计算楼板挠度。从加载初期至极限状态,分析Holorib异形板组合楼板变形试验值的变化。采用本方法计算的楼板变形值与试验值吻合较好。     

预应力混凝土叠合板受弯性能的试验研究

通过进行预应力混凝土叠合板受弯性能试验,研究了叠合板抗裂性及裂缝发展规律、挠度、承载力等结构性能。试验结果表明:在标准荷载作用下试件均未开裂,在正常使用状态下的挠度能够满足规范要求。因此,其开裂弯矩、极限承载力、挠度可按《混凝土结构设计规范》(GB50010-2010)进行计算。     

压型钢板-混凝土组合楼板剪切粘结性能研究

为研究YX75-200-600和YX76-344-688压型钢板-混凝土组合楼板的剪切粘结承载力和剪切粘结性能,进行了18块足尺寸简支压型钢板-混凝土组合楼板的载荷试验,并进行了相关的分析。试验结果表明:18个试件的破坏形态均为剪切粘结破坏,影响剪切粘结性能的主要因素有剪跨、压型钢板厚度和栓钉。由试验数据分析得到的端部有栓钉YX75-200-600压型钢板-混凝土组合楼板的剪切粘结系数m,k为228.12,-0.015,YX76-344-688压型钢板-混凝土组合楼板的剪切粘结系数m,k为246.9,-0.0028。     

Solutions of Monoenergetic Time Dependent Neutron Transport Equation in Slab Geometry

Approximate solutions to the one-velocity time dependent neutron transport equation are derived by means of the eigenfunction expansion method of Case for a slab geometry. A finite set of discrete time eigenvalues is determined by a simple formula. This formula, which is derived for the case of large slab thickness, is found to be valid also for fairly thin slabs. Each time eigenvalue generates a pair of spatial modes. The expansion coefficients to these modes are examined by numerical evaluation for various slab thicknesses. Higher spatial modes are found to play an important role in the transient time evolution of neutrons.     

提高宽厚板坯无清理率的关键技术

重钢新区在投产之初,连铸板坯表面原始合格率较低,铸坯表面的主要缺陷表现为:表面纵裂纹、铸坯角部 横裂纹、铸坯宽面边部凹陷,此外黏结问题一方面对工艺顺行造成了重要影响,同时也制约了铸坯表面质量的提 高。通过对现场生产过程中铸坯表面缺陷的跟踪和分析,并在生产中采取相应的控制措施,最终使铸坯表面无清 理率达到了较高水平,为连铸坯的热送热装创造了条件。     

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。     

The behaviour of reinforced concrete slabs in fire

In this paper a robust model is presented based on the previous layer procedure developed by the author to also take into account the effects of concrete spalling on the behaviour of concrete slabs under fire conditions. In this study, a detailed analysis of a uniformly loaded reinforced concrete slab subject to different degrees of concrete spalling under a standard fire regime is first carried out. Further, a series of analysis of floor slabs with different degrees of concrete spalling is also performed on a generic reinforced concrete building. A total of 16 cases have been analysed using different degrees of spalling on the slabs, with different extents and positions of localised fire compartments. It is clear that adjacent cool structures provide considerable thermal restraint to the floor slabs within the fire compartment. And it is evident that the compressive membrane force within the slabs is a major player in reducing the impact of concrete spalling on the structural behaviour of floor slabs in fire.     

A multi-level structural assessment strategy for reinforced concrete bridge deck slabs

This paper proposes a multi-level assessment strategy for reinforced concrete bridge deck slabs. The strategy is based on the principle of successively improved evaluation in structural assessment. It provides a structured approach to the use of simplified as well as advanced non-linear analysis methods. Such advanced methods have proven to possess great possibilities of achieving better understanding of the structural response and of revealing higher load-carrying capacity of existing structures. The proposed methods were used for the analysis of previously tested two-way slabs subjected to bending failure and a cantilever slab subjected to a shear type of failure, in both cases loaded with concentrated loads. As expected, the results show that more advanced methods yield an improved understanding of the structural response and are capable of demonstrating higher, yet conservative, predictions of the load-carrying capacity. Nevertheless, the proposed strategy clearly provides the engineering community a framework for using successively improved structural analysis methods for enhanced assessment in a straightforward manner.     

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.     

不同粒度钼粉对板材组织的影响

通过将不同粒度及形貌的钼粉进行压制烧结成为板坯,再进行轧制加工及不同温度的退火处理观察其显微组织后发现：在同样的烧结工艺下,大粒度钼粉及小粒度钼粉烧结组织的晶粒较大,普通粒度钼粉烧结组织的晶粒细小;在同样的加工工艺下,普通粒度钼粉制备的板坯组织粗大,大粒度钼粉制备的板坯组织较细,小粒度钼粉制备的板坯组织最细小;在1 150～1 200℃退火时,普通粒度钼粉制备板坯的再结晶晶粒数少而晶粒粗大,大粒度钼粉板坯的再结晶晶粒数次之,小粒度钼粉板坯的再结晶晶粒最小;1 300℃时小粒度钼粉板坯的晶粒长大速度最快,而普通粒度钼粉板坯次之,大粒度钼粉板坯最慢。