期刊文献+
共找到3篇文章
< 1 >
每页显示 20 50 100
Analytical solutions for finite cylindrical dynamic cavity expansion in compressible elastic-plastic materials 被引量:2
1
作者 甄明 蒋志刚 +1 位作者 宋殿义 刘飞 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2014年第8期1039-1050,共12页
Analytical solutions for the dynamic cylindrical cavity expansion in a com-pressible elastic-plastic cylinder with a finite radius are developed by taking into account of the effect of lateral free boundary, which are... Analytical solutions for the dynamic cylindrical cavity expansion in a com-pressible elastic-plastic cylinder with a finite radius are developed by taking into account of the effect of lateral free boundary, which are different from the traditional cavity expan-sion models for targets with infinite dimensions. The finite cylindrical cavity expansion process begins with an elastic-plastic stage followed by a plastic stage. The elastic-plastic stage ends and the plastic stage starts when the plastic wave front reaches the lateral free boundary. Approximate solutions of radial stress on cavity wall are derived by using the Von-Mise yield criterion and Forrestal’s similarity transformation method. The effects of the lateral free boundary and finite radius on the radial stress on the cavity wall are discussed, and comparisons are also conducted with the finite cylindrical cavity expansion in incompressible elastic-plastic materials. Numerical results show that the lateral free boundary has significant influence on the cavity expansion process and the radial stress on the cavity wall of metal cylinder with a finite radius. 展开更多
关键词 penetration cavity expansion metal target free boundary radial stress
下载PDF
Expansive Performance of Self-stressing and Self-compacting Concrete Confined with Steel Tube
2
作者 徐磊 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2007年第2期341-345,共5页
Combining with the technology of self-compacting concrete, self-stressing concrete and concrete-filled steel tube, we can get self-compacting and self-stressing concrete-filled steel tube. In order to study the expans... Combining with the technology of self-compacting concrete, self-stressing concrete and concrete-filled steel tube, we can get self-compacting and self-stressing concrete-filled steel tube. In order to study the expansive mechanism of self-stressing concrete, the continuous observation of 47 days on six specimens was carried on. The specimens have different steel area to concrete area ratio. The expansive process in hoop and axial direction were studied, and the expansive mechanism was discussed too. The experimental results identify that the creep and elastic deformation take a large proportion in effective free expansion. The calculating formulas of self-stress in hoop and axial directions were presented here. 展开更多
关键词 self-compacting concrete self-stressing concrete concrete-filled steel tube restrained ex- pansion free expansion CREEP
下载PDF
Advanced HSLA Steels for Automotive Use
3
作者 Sekita Takashi Seto Kazhiro Funakawa Yoshimasa 《Journal of Iron and Steel Research(International)》 SCIE EI CAS CSCD 2011年第S1期49-56,共8页
Characteristic HSLA steels for automotive use are introduced in which both of precipitation and microstructure is controlled to obtain suitable mechanical properties.For outer panels such as fender,the combination of ... Characteristic HSLA steels for automotive use are introduced in which both of precipitation and microstructure is controlled to obtain suitable mechanical properties.For outer panels such as fender,the combination of low yield strength,high tensile strength and deep-drawability were realized by controlling the distribution of NbC and precipitation free zone.The other steel,developed for chassis parts such as lower arm,utilizes extremely fine interphase precipitation to obtain high yield strength and excellent hole expansionability.Both steels have contributed to the reduction of weight in car body. 展开更多
关键词 precipitation free zone (PFZ) deep drawability interphase precipitation hole expansionability yield strength
原文传递
上一页 1 下一页 到第
使用帮助 返回顶部