Hot deformation behavior of low carbon steel during compression at elevated temperature

Hot compression tests of low carbon steel were carried out on Gleeble-3500 system in the temperature range from 750 to 900 ℃ and in the strain rate range from 0.001 to 1.0 s-1, and the associated microstructural evolution was studied by observations with a metallographic microscope. The results show that the stress-strain curves exhibit a peak stress at critical strain, after which the fl ow stresses decrease monotonically until reaching high strains, showing a dynamic fl ow softening. The peak stress level decreases with increasing deformation temperature and decreasing strain rate, which can be represented by the Zener-Hollomon parameter Z in the hyperbolic sine equation. The fl ow stress increases with increasing strain rate and decreasing deforming temperature. The fl ow stress can be described by constitutive equation in hyperbolic sine function and can also be described by a Zener–Hollomon parameter Z. With increasing deformation temperature and decreasing strain rate, the grain size as well as the volume fraction of the recrystallized grains increase. The safe region for hot working of the alloy has been determined according to the processing map and microstructure at the true strain of 0.5, which is the deformation temperature of 840-940 ℃ and the strain rate of 0.001-1.0 s-1.     

小湾拱坝应力监测资料分析

小湾水电站以发电为主,兼顾防洪、灌溉和库区水运等.坝址处河谷基本对称,河谷深切呈"V"字型.为深入研究小湾拱坝坝体的动、静工作性态,对小湾拱坝坝体进行应力监测;根据应力监测资料进行徐变应力计算,得到实际应力,然后利用作图、特征值统计等定性时空分析方法推断出大坝应力无明显异常;通过分析统计结果以及压应力变量分离模型得到了应力的统计模型.     

Influence of seismic input on response of Baihetan arch dam

The dynamic responses of the arch dam including dam-foundation-storage capacity of water system, using two different earthquake input models, i.e. viscous-spring artificial boundary （AB） condition and massless foundation （MF）, were studied and analyzed for the 269 m high Baihetan arch dam under construction in China. By using different input models, the stress and opening of contraction joints （OCJs） of arch dam under strong shock were taken into consideration. The results show that the earthquake input models have slight influence on the responses including earthquake stresses and openings of contraction joints in different extents.     

贵州省白马山水库混凝土砌石拱坝优化设计

贵州省白马山水库大坝是一座混凝土砌毛石重力单曲拱坝,最大坝高48 m,采用ADAO拱坝分析与优化软件,对坝体结构、应力变形、坝肩稳定性等进行了分析。调整了设计方案,使坝体设计方案满足SL25-2006和SL282-2003等技术规范要求。     

“非齐次拟线性双曲型方程组整体经典解”一文的注记

利用常微分方程Cauchy问题的比较引理,证明了一类拟线性双曲型方程Cauchy问题整体经典解的存在性,丰富了"非齐次拟线性双曲型方程组整体经典解"一文的主要结论.     

引汉济渭工程三河口水利枢纽坝型选择研究

三河口水利枢纽坝址河谷相对狭窄、岸坡陡峻,洪峰流量大,坝高大、枢纽泄洪功率大。根据地形地质、水文气象条件,结合枢纽的功能、建筑物布置、施工方案、环境影响和经济性等,参照国内工程经验,综合比选了混凝土拱坝、重力坝和面板堆石坝三种具有典型代表性的坝型方案,经客观认真分析,多方案研究,确定拱坝方案为最适宜本工程的坝型,做为推荐坝型。     

倒流河水库碾压混凝土满管溜槽设计与施工

在四川省叙永县倒流河水库碾压混凝土双曲拱坝施工中,针对坝址河谷狭窄、高陡、施工道路布置困难及其他制约因素,碾压混凝土施工输料方法采用了满管溜槽方案。本文介绍满管溜槽的设计及安装技术,在本工程中运用取得满意的效果。     

某混凝土双曲拱坝建基面选择研究

拱坝建基面选择主要决定于坝基岩体的承载力和滑动稳定性。本工程基岩裸露,岩体呈整体块状结构,强度高,但坝基范围内岩体岩性不一致,导致基岩强度不同。根据地形地质条件,对拱坝建基面的可利用岩体进行多方案论证研究,同时对坝体应力、坝肩稳定、整体稳定等进行大量分析及模型试验,最终确定合理经济的坝体建基面。     

立洲RCC拱坝蓄水过程应力变形特性分析

基于立洲RCC拱坝温度场全过程仿真分析成果,考虑施工期残余应力,分析大坝蓄水过程中在温度荷载、水荷载、渗透压力和自重作用下坝体应力变形特性及发展规律,探寻真实工作状态下与设计荷载作用下大坝应力特性差异,并结合类似工程蓄水监测成果对立洲大坝的蓄水安全情况进行分析和评价。分析结果表明,大坝实际应力、变形性态与传统算法结果相比差异显著,大坝在蓄水过程中处于弹性范围内,工作状态正常。     

宽阔河谷上砌石拱坝设计

尤溪县兴头水库工程的开发任务以供水为主,结合发电。经坝型比选,最终选择拦河坝为砌石拱坝,最大坝高72.2m。坝址位于不对称的"V"型河谷上,开挖后宽高比3.94,属于宽阔河谷,设计采用抛物线拱,取得较好成效。该文对此宽阔河谷上砌石拱坝设计进行总结,可供类似工程参考。