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Use of stainless reinforcing steel (SRS) in reinforced concrete (RC) structures is a promising solution to corrosion issues.
However, for SRS to be used in seismic applications, several mechanical properties need to be investigated. These include
specified and actual yield strengths, tensile strengths, uniform elongations and low-cycle fatigue behavior. Three types of
SRSs (Talley S24100, Talley 316LN and Talley 2205) were tested and the results are reported in this paper. They were compared
with the properties of A706 carbon reinforcing steel (RS), which is typical for seismic applications, and MMFX II, which is
a high strength, corrosion resistant RS. Low-cycle fatigue tests of the RS coupons were conducted under strain control with
constant amplitude to obtain strain life models of the steels. Test results show that the SRSs have slightly lower moduli
of elasticity, higher uniform elongations before necking, and better low-cycle fatigue performance than A706 and MMFX II.
All five types of RSs tested satisfy the requirements of the ACI 318 code on the lower limit of the tensile to yield strength
ratio. Except Talley 2205, the other four types of RSs investigated meet the ACI 318 requirement that the actual yield strength
does not exceed the specified yield strength by more than 18 ksi (124 MPa). Among the three types of SRSs tested, Talley S24100
possesses the highest uniform elongation before necking, and the best low-cycle fatigue performance. 相似文献
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在瓦斯抽采钻孔施工过程中,钻杆承受复杂交变应力的作用,往往从焊缝区断裂,选用合理的摩擦焊接工艺和热处理工艺生产钻杆,增强钻杆焊缝区的机械性能,是延长钻杆服役时间的有效技术途径。 相似文献
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Sandwich masonry walls are widely used as energy-saving panels since the interlayer between the outer leaves can act as an insulation layer.New types of sandwich walls are continually being introduced in research and applications,and due to their unique bond patterns,experimental studies have been performed to investigate their mechanical properties,especially with regard to their seismic performance.In this study,three new types of sandwich masonry wall have been designed,and cyclic lateral loading tests were carried out on five specimens.The results showed that the specimens failed mainly due to slippage along the bottom cracks or the development of diagonal cracks,and the failure patterns were considerably influenced by the aspect ratio.Analysis was undertaken on the seismic response of the new walls,which included ductility,stiffness degradation and energy dissipation capacity,and no obvious difference was observed between the seismic performance of the new walls and traditional walls.Comparisons were made between the experimental results and the calculated results of the shear capacity.It is concluded that the formulas in the two Chinese codes(GB 50011 and GB 50003) are suitable for the calculation of the shear capacity for the new types of walls,and the formula in GB 50011 tends to be more conservative. 相似文献
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海水鲈鱼硬体组织的鳞片、几种骨骼和牙齿均含有生物矿物。运用X射线微区衍射、透射电镜、扫描电镜与能谱测试技术对其做了成分与结构方面的探究。其中X射线微区衍射技术能够无损、原样、有效的获取生命微晶体的结构信息,适合生物矿物研究。结果表明硬体组织中的矿物相均为羟基磷灰石,除蝶骨外,其余组织的羟基磷灰石化学成分呈现缺Ca富P的特征。晶胞参数修正结果得到鳞片中羟基磷灰石a=0.9421~0.9461nm,c=0.6844~0.6907nm,并且,越靠近鳞基,越接近鳞基处的晶胞参数;骨骼中a=0.9438~0.9492nm,c=0.6873~0.6887nm;牙齿中a=0.9470nm,c=0.6883nm。透射电镜观察羟基磷灰石为纳米级别晶粒,由Scherrer公式计算得到晶粒大小为D_鳞=9.4~14.1nm,D_骨=16.2~18.3nm,D_牙=15.1nm,骨骼中羟基磷灰石晶体结晶度最好,其次为牙齿,鳞片中的结晶度最差。X射线衍射图及取向因子R计算结果表明,牙齿、鳞片和骨骼中羟基磷灰石晶体均趋向沿结晶学c轴择优取向生长特点。生物矿物结晶特性(晶体尺寸、结晶度及择优取向)是由组织功能决定并由有机基质调控的结果,以提供生命体良好的机械性能。 相似文献
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地质特深孔绳索取心钻杆结构区别于API石油钻杆,其机械性能计算不可直接引用API石油钻杆的相关理论公式。针对这一理论依据与计算方法缺失,本文对地质特深孔双台肩钻杆接头进行了受力分析,开展了钻杆接头拉伸载荷与扭转载荷计算理论研究,构建了绳索取心钻杆机械性能计算的理论方法。同时,通过有限元分析和台架试验,确定了H-5000规格双台肩绳索取心钻杆的机械性能,验证了计算方法的准确性,并提出了钻杆结构改进建议与下一步研究方向,为高性能薄壁绳索取心钻杆“服役”于5000 m地质岩心钻探工程提供了技术支撑。 相似文献