粘贴钢板加固混凝土梁的延性分析

本文基于混凝土结构设计规范中抗弯设计计算的基本原理,通过对粘贴钢板加固钢筋混凝土简支梁的受力分析,提出了其截面延性的计算方法,并讨论了其影响因素。结果表明,后粘钢板用量及其滞后应变是影响混凝土梁加固后延性的主要因素。     

开裂后延性材料与钢纤维混凝土抗氯离子侵蚀对比

通过施加弯曲荷载预先在混凝土梁中产生宽度不等的裂缝或不同的拉应变损伤,然后以3%(质量分数)NaCl溶液连续浸泡或干湿循环方法对混凝土梁进行氯离子侵蚀.测定混凝土裂缝处氯离子含量,研究比较钢纤维混凝土和高延性低收缩材料(LSECC)中裂缝对氯离子侵蚀性能的影响.结果表明:混凝土中裂缝对氯离子渗透影响显著,裂缝大大加快了氯离子的侵蚀.钢纤维混凝土裂缝处氯离子含量(质量分数)最高可达相同浸泡龄期无裂缝处的3～4倍.连续浸泡30d时,钢纤维混凝土裂缝处氯离子含量随裂缝宽度的增大而增加,连续浸泡60d时氯离子含量基本达到饱和.干湿循环条件下,钢纤维混凝土所受的氯离子侵蚀更为严重,经10次干湿循环后其裂缝处氯离子含量可达连续浸泡后的3倍左右.在连续浸泡和干湿循环环境中,LSECC抗氯离子侵蚀性能均优于钢纤维混凝土,尤其在干湿循环环境中,LSECC抗氯离子侵蚀能力更为突出.     

薄板混凝土组合截面部分外包组合柱(弱轴)滞回性能足尺试验研究

为了研究薄板混凝土组合截面部分外包组合柱（弱轴）的滞回性能,对3个薄板混凝土组合截面部分外包组合柱（弱轴）足尺试件在恒定轴压下进行了水平低周反复荷载试验,观察了加载过程中薄壁板件翼缘局部屈曲和混凝土裂缝开展与压溃现象,得到了试件的荷载 位移滞回曲线。根据试验结果分析了试件的承载力、抗侧刚度、延性与耗能、破坏模式等力学性能。结果表明：试件具有较好的变形能力和耗能能力;试件的破坏模式为柱脚部位混凝土压溃和拉结筋屈服甚至拉断,随之薄壁板件翼缘发生局部屈曲。研究进一步丰富了薄板混凝土组合截面部分外包组合柱研究成果,为该类柱设计规范的制订和工程应用提供了理论依据和技术储备。     

在涠洲12-1导管架设计中新技术新方法的应用

涠洲12-1导管架是一座8腿大型浅水导管架,位于南海西部北部湾,平均水深33.67m。风浪较大。针对此导管架在位分析和施工分析的特点,在设计中采用了新技术新方法,比较准确地模拟了结构的受力方式,解决了设计上的难题,优化了结构,节省了钢材,为今后的工程设计取得了经验。     

超高韧性水泥基复合材料基本力学性能

超高韧性水泥基复合材料(简称UHTCC)是一种中等纤维体积掺量的随机分布的短纤维增强高性能水泥基复合材料。本文通过单轴拉伸试验、四点弯曲试验、单轴抗压试验、三点弯曲缺口梁断裂试验研究了这种新型材料的抗拉、抗弯、抗压和断裂性能。试验结果表明,超高韧性水泥基复合材料在拉伸和弯曲荷载作用下具有假应变硬化和多缝开裂特性,以及高延性、高韧性和高能量吸收能力。极限荷载时的最大裂缝宽度在50μm左右,如此小的裂缝宽度可以有效地阻止侵蚀性物质的侵入,提高钢筋混凝土结构的耐久性。拉伸和弯曲试验测得的超高韧性水泥基复合材料的极限拉伸应变在3%以上,平均裂缝间距1mm左右。超高韧性水泥基复合材料的抗压强度类似于混凝土,抗压弹性模量较低,但受压变形能力比普通混凝土大很多。通过三点弯曲缺口梁试验证明,超高韧性水泥基复合材料的峰值荷载和峰值荷载对应变形都较基体有明显的提高。缺口拉伸试件和缺口梁试件均证明,超高韧性水泥基复合材料可以将单一裂缝细化成多条细裂缝,同时超高韧性水泥基复合材料具有对小缺口不敏感的特性。四种试验的结果证明超高韧性水泥基复合材料在各种破坏荷载作用下均能保持良好的整体性,不发生碎裂破坏。     

Atomic States and Brittleness of hcp Ti3Al-Ordered-Type Alloys

On the basis of the framework of systematic science of alloys (SSA), the basic information such as states, volumes, and potential energies of characteristic atoms in hcp Ti-Al system have been determined. The average atomic state of the hcp Ti3Al compound consisting of ψTi4 and ψAl0atoms is 0.75[Ar] (3dn)0.573 (3dc)2.1685 (4sc)0.972 (4sf)0.3093 0.25[Ne] (3sc)1.32 (3pc)1.19 (3sf 3pf)0.49. The brittleness of the ordered hcp Ti3Al compound has been discussed considering the fundamental factors, which are atomic states, bond networks, potential energy wave planes, and the ratio xTi/xAl. The existence of more pc and more dc directional electrons in the hcp Ti3Al compound lead to considerable brittleness; From bond networks and potential energy wave planes, the hcp Ti3Al compound has poorer ductility than the pure hcp Ti metal and the pure fcc Al metal; The Al-rich hcp Ti3Al ordered type alloys have poorer ductility than the Ti-rich hcp Ti3Al ordered type alloys.     

27Al and 29Si SOLID STATE NUCLEAR MAGNETIC RESONANCE OF COAL AND HEAVY OIL - DERIVED MINERAL MATTER

ABSTRACT

Applications of solid state Al-27 and Si-29 nuclear magnetic resonance spectroscopy to the study of clay mineral/quartz derived from heavy oils/ bitumen and coals are discussed.

Coal samples exhibiting different responses to flocculation in a coal washery were studied. Al-27 spectra obtained from both raw coals and their corresponding low temperature ashes (LTA) were nearly identical and consistent with x-ray diffraction analyses that indicated kaolinite and illite dominated the clay mineral fraction. Chemical shift and linewidth changes in the high temperature ashes were attributed to the transformation of octahedral aluminum sites to low symmetry, four and five coordinate, complexes. Recycle delay studies of the Si-29 spectra of the LTA's samples revealed little change over the range of 5 to 60 s. Major changes in high temperature ash spectra occurred over the same range of delay times and were attributed to the effects of dehydroxylation.

Bitumen/heavy oil-derived solids were also studied as a function of processing history. Fractionation of the clay mineral/quartz components among the feeds, products and tails were monitored by Si-29 nmr. Recycle delay effects on the LTA's were investigated. Line broadening'due to increased concentrations of iron-containing minerals in some fractions was observed.     

Characteristics of Hot Ductility in Steels Containing Nb,Ti

The hot ductility was measured for a series of steels containing Nb and/or Ti with Gleeble-3500 thermo-mechanical simulator.It is found that the effect of austenitizing temperature on hot ductility of Nb-containing steel is significant.As the austenitizing temperature rises up,the shape of embrittling curve (SEC) from V-shape gradually changes to U-shape,and the range of embrittling temperature widens out and the embrittling degree deepens.The SEC of Nb-containing steel is U-shaped and the embrittling temperature range is about 600-1050℃.The initial temperature of embrittlement on the right is nearly independent of carbon content.The SEC of Ti-containing steel is N-shaped and two lowest points are at about 600℃ and the A-F transformation temperature.The SEC of Nb-Ti-containing steel is basically the superposition of two shapes mentioned above.The crack on straightening in continuous casting belongs to intergranular fracture,and the crack on rolling (crack expansion) belongs to transgranular fracture.     

预应变对高钢级管线钢延性的影响

通过对X100管线钢原始状态和预应变状态钢材取光滑拉伸试样(ST)和缺口拉伸试样(NT),并分别在纵向(L)和横向(T)加载,研究了各试样应力-应变、应力-直径缩减量等的变化情况.结果表明,高钢级管线钢表现出了塑性的各向异性、各向同性和随动强化等特性.此外,通过数值模拟和分析,对不同加载状态下的试样建立了可以表现各向异...     

预应力装配式板柱节点试验与承载能力计算

本文介绍了两组预应力装配整体式板柱边节点,仅在纵向、仅在横向以及同时在两个方向施加预应力的情况下,承受反复荷载作用的试验情况。根据试验结果,对节点的承载能力、延性、恢复力特性及受力机理等方面进行了简要的分析,认为这种节点具有良好的抗震性能;其承载能力由纵向预应力钢筋、横向抗扭力矩及横向板缝非预应力钢筋三部分组成,理论计算值与实验结果相当接近。