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81.
Sulfate Attack on Concrete in an Inland Salt Lake Environment 总被引:2,自引:0,他引:2
INTRODUCTIONSulfate attack is one of the reasons for concretestructures deteriorating earlier than usual,thusshowing poor durability.The SO42-from the sur-rounding environment such as ocean,saline,groundwater,and even the concrete itself,reacts with thehydration products of cement,whichleads to the de-terioration of the concrete(Li et al.,2000;Kang,1995;Neville,1983;Samarai,1976).The deteriora-tionincludes three processes:the external swelling,cracking,peeling,and disjointing caused by … 相似文献
82.
根据主应力可分解为静水应力和偏应力,以及它们在应力莫尔圆和变形方面的相关性,推导出修正的莫尔-库仑理论的数学表达式。从理论上解决了库仑理论和莫尔理论存在的许多缺陷,特别是中间主应力对材料抗剪强度的影响。它的四参数准则的计算结果与一些混凝土的试验数据相当吻合。 相似文献
83.
结合国家现行混凝土结构工程验收规范,从混凝土质量及钢筋制作、安装施工质量方面,对混凝土结构实体存在的质量问题作了阐述,提出了相应的解决措施。 相似文献
84.
Structural changes during dehydration and subsequent decomposition in thaumasite Ca3Si(SO4)(CO3)(OH)6·12 H2O were studied by in situ synchrotron powder diffraction between 303 and 1,098 K. Evolution of the crystal structure was observed through 28 structure refinements, by full profile Rietveld analysis performed in the P63 space group, between 300 and 417 K, whereupon the thaumasite structure was observed to breakdown. Within this temperature range, the cell parameters of thaumasite increased as a function of temperature in a nearly linear fashion up to about 393 K, at which temperature, a slight slope change was observed. Above 400 K, the thermogravimetric analysis revealed that the dehydration process proceeded very rapidly while the refined occupancy of water molecules dropped below a critical level, leading to instability in the thaumasite structure. At a same time, a remarkable change in the unit cell parameters occurring at about 417 K indicated that the crystal structure of thaumasite collapsed on losing the crystallization water and it turned amorphous. This result indicated that the dehydration/decomposition of thaumasite was induced by the departure of the crystallization water. At about 950 K, anhydrite and cristobalite crystallized from the thaumasite glass. 相似文献
85.
The paper focuses on the seismic response of walls in dual (frame + wall) structures, with particular emphasis on shear behaviour.
Although dual structures are widely used in earthquake-resistant medium-rise and high-rise buildings, the provisions of modern
seismic codes regarding design of walls for shear are not fully satisfactory, particularly in the (common) case that walls
of substantially different length form part of the same structure. Relevant provisions of the leading seismic codes are first
summarised and their limitations discussed. Then an extensive parametric study is presented, involving two multistorey dual
systems, one with identical walls, and one with walls with unequal length, designed to the provisions of Eurocode 8 for two
different ductility classes (H and M). The walls of the same structures are also designed to other methods such as those used
in New Zealand and Greece. The resulting different designs are then assessed by subjecting the structures to a suite of strong
ground motions, carrying out inelastic time history analysis, and comparing the results against design action effects. It
is found that although modern code procedures generally lead to satisfactory performance (differences among them do exist),
the design of walls seems to be less appropriate in the case of unequal length walls. For this case a modified procedure is
proposed, consisting of an additional factor to account for the relative contribution of walls of the same length to the total
base and an improved envelope of wall shears along the height; this improved method seems to work better than the other procedures
evaluated herein, but further calibration is clearly required. 相似文献
86.
首先介绍了钢筋混凝土渡槽结构在地震荷载作用下的分析理论,根据这些理论建立了渡槽结构的动力有限元分析模型,分别采用干模态法、附加质量法和ALE法考虑渡槽结构液固耦合作用,通过具体的工程算例,对钢筋混凝土渡槽结构进行了不同工况下的数值模拟研究,包括混凝土非线性材料分析、渡槽结构静水与动水响应分析、渡槽结构自振特性分析和槽墩的能力曲线分析。研究表明,考虑固液耦合作用的渡槽实体有限元模型能较好地模拟渡槽结构地震反应,并得到相应的渡槽结构地震反应规律。 相似文献
87.
预应力混凝土连续梁桥振动特性变异及舒适度评价 总被引:1,自引:1,他引:1
由于预应力损失、混凝土收缩徐变、超载等原因,预应力混凝土桥梁出现了较强的振动。本文通过对福建省福州市闽江三桥全桥环境振动试验和正常运营条件下24小时的监测,研究预应力混凝土连续梁桥的动力特性及其变异和振动舒适度,结果表明:在较为稳定的风和温湿度环境下,固有频率在一天内的最大变化为3.06%,模态阻尼比的最大变化为37.93%,舒适度的狄克曼指标降到“能忍受短时间振动”的区域。 相似文献
88.
89.
LBM钻井液是一种低粘度低失水量的高效造浆材料,通过在绳索取心中应用,证明了LBM钻井液具有良好的抑制水敏性地层膨胀与分散的能力.可有效防止粘附卡钻事故及解决钻杆内壁结垢问题.是绳索取心钻进较理想的钻井液材料。 相似文献
90.