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Measurement of heat treatment induced residual stresses by using ESPI combined with hole-drilling method 被引量:2
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作者 Jie Cheng Si-Young Kwak Ho-Young Hwang 《China Foundry》 SCIE CAS 2010年第3期287-291,共5页
In this study, residual stresses in heat treated specimen were measured by using ESPI (Electronic Speckle-Pattern Interferometry) combined with the hole-drilling method.The specimen, made of SUS 304 austenitic stainle... In this study, residual stresses in heat treated specimen were measured by using ESPI (Electronic Speckle-Pattern Interferometry) combined with the hole-drilling method.The specimen, made of SUS 304 austenitic stainless steel, was quenched and water cooled to room temperature.Numerical simulation using a hybrid FDM/FEM package was also carried out to simulate the heat treatment process.As a result, the thermal stress fields were obtained from both the experiment and the numerical simulation.By comparision of stress fields, results from the experimental method and numerical simulation well agreed to each other, therefore, it is proved that the presented experimental method is applicable and reliable for heat treatment induced residual stress measurement. 展开更多
关键词 thermal stress heat treatment residual stress electron speckle-pattern interferometry hole-drillingmethod hybrid FDM/FEM
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德大铁路济南黄河桥超长钻孔桩成孔质量控制技术 被引量:5
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作者 侯小军 赵金鹏 《铁道标准设计》 北大核心 2013年第7期60-63,共4页
德大铁路黄河特大桥100号、101号主墩位于黄河河道中间,基础采用钻孔桩,桩径2.0 m,最大钻孔深度达110 m,为解决由于钻孔过深易产生的桩身倾斜、钻进效率低、清孔难等问题,施工中选用了ZSD250型气举反循环回转钻机及刮刀钻头,并针对成孔... 德大铁路黄河特大桥100号、101号主墩位于黄河河道中间,基础采用钻孔桩,桩径2.0 m,最大钻孔深度达110 m,为解决由于钻孔过深易产生的桩身倾斜、钻进效率低、清孔难等问题,施工中选用了ZSD250型气举反循环回转钻机及刮刀钻头,并针对成孔垂直度、钻进参数、泥浆指标等关键因素采取一系列有效措施进行控制,成孔质量达到了理想效果,保证了成桩质量。 展开更多
关键词 铁路桥 钻孔灌注桩 反循环回转成孔 质量控制
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