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An interface shear damage model of chromium coating/steel substrate under thermal erosion load 被引量:6
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作者 Xiao-long Li Yong Zang +3 位作者 Yong Lian Min-yu Ma Lei Mu Qin Qin 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2021年第2期405-415,共11页
The Cr-plated coating inside a gun barrel can effectively improve the barrel’s erosion resistance and thus increase the service life.However,due to the cyclic thermal load caused by high-temperature gunpowder,micro-e... The Cr-plated coating inside a gun barrel can effectively improve the barrel’s erosion resistance and thus increase the service life.However,due to the cyclic thermal load caused by high-temperature gunpowder,micro-element damage tends to occur within the Cr coating/steel substrate interface,leading to a gradual deterioration in macro-mechanical properties for the material in the related region.In order to mimic this cyclic thermal load and,thereby,study the thermal erosion behavior of the Cr coating on the barrel’s inner wall,a laser emitter is utilized in the current study.With the help of in-situ tensile test and finite element simulation results,a shear stress distribution law of the Cr coating/steel substrate and a change law of the interface ultimate shear strength are identified.Studies have shown that the Cr coating/steel substrate interface’s ultimate shear strength has a significant weakening effect due to increasing temperature.In this study,the interfacial ultimate shear strength decreases from 2.57 GPa(no erosion)to 1.02 GPa(laser power is 160 W).The data from this experiment is employed to establish a Cr coating/steel substrate interface shear damage model.And this model is used to predict the flaking process of Cr coating by finite element method.The simulation results show that the increase of coating crack spacing and coating thickness will increase the service life of gun barrel. 展开更多
关键词 Cr coating/steel substrate Thermal erosion Finite element simulation ultimate shear strength Interface shear damage model
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Replacing Stirrups of Self-Compacting Concrete Beams with Steel Fibers
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作者 尤志国 丁一宁 NIEDEREGGER Christoph 《Transactions of Tianjin University》 EI CAS 2010年第6期411-416,共6页
Based on the investigation of fiber influence on workability of self-compacting concrete (SCC), tests were carried out on two series of SCC rectangular simply supported beams, which were made of hooked steel fibers re... Based on the investigation of fiber influence on workability of self-compacting concrete (SCC), tests were carried out on two series of SCC rectangular simply supported beams, which were made of hooked steel fibers reinforced concrete with or without stirrups, subjected to four-point symmetrically placed vertical loads. The major test variables are steel fiber contents and stirrup ratios. The results indicate that the ultimate load significantly increases with the increase of fiber content; the addition of ... 展开更多
关键词 steel fiber self-compacting concrete BEAM ultimate shear strength failure mode WORKABILITY
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