Results 101 to 110 of about 7,074 (189)
为了研究现行钢结构设计规范是否仍适用于高强钢中厚板焊接H形柱的设计,采用数值积分法与有限单元法对Q460钢轴心受压柱的极限承载力进行了参数分析。试件的主要参数分别为翼缘宽厚比(3.47.0)与柱长细比(10130)。数值积分法计算采用作者编制的电算程序,并与通用有限元程序ANSYS的计算结果进行了对比。数值模型考虑了1/1 000柱长的初始弯曲及相应截面的残余应力分布简化模型。计算结果表明:考虑相同初始缺陷的有限单元法与数值积分法所得计算结果吻合较好;Q460高强钢焰割边焊接H形柱与普通强度钢柱相比 ...
王彦博+3 more
doaj
[Biomechanical advantages of personalized Y-shaped plates in treatment of distal humeral intra-articular fractures]. [PDF]
Yu H+5 more
europepmc +1 more source
[Research progress on silk fibroin-nerve guidance conduits for peripheral nerve injury repair]. [PDF]
Dong F, Wang Y, Wu Z, Tan Q.
europepmc +1 more source
[Clinical application and three-dimensional finite element analysis of along-axis extraction method in mandibular mesial and horizontally impacted third molar surgery]. [PDF]
Wang F, Zhang X, Liu M, Wang E, Duan D.
europepmc +1 more source