基于锁铆连接传力可靠、强度优异的特征,提出了一种新型的内置铆接开孔冷弯薄壁型钢混凝土组合梁。以底部铆钉间距、截面宽度为变量,对内置铆接开孔冷弯薄壁型钢混凝土组合梁开展了四点弯曲试验,考察了该组合梁的破坏特征、承载性能和延性指标,试验结果表明:新型组合梁受弯时表现出良好的延性性能;底部铆钉间距小的组合梁延性较差;增大截面宽度可提高组合梁的极限承载力。采用ABAQUS有限元软件对该组合梁进行参数分析,重点探究五大关键参数对其力学性能的影响:有无混凝土包裹、混凝土强度、顶部铆钉间距、底部钢板厚度及截面高度 ...
潘志宏 +4 more
doaj
[Research progress of chondrocyte mechanotransduction mediated by TRPV4 and PIEZOs]. [PDF]
Zhang Q +5 more
europepmc +1 more source
[Finite element modeling and simulation study of solid-liquid biphase fiber-reinforced lumbar intervertebral disc]. [PDF]
Gao Y +5 more
europepmc +1 more source
[Initial exploration of the relationship between homeostatic occlusion and long-term dental implant stability]. [PDF]
Chen J, Wu L.
europepmc +1 more source
[Biomechanical study of lumbar vertebra during gait cycle in adolescent idiopathic scoliosis]. [PDF]
Wang Y +7 more
europepmc +1 more source
[Three-Dimensional Nonlinear Finite Element Modeling and Analysis of Concomitant Atlanto-Occipital Fusion and Atlantoaxial Joint Dislocation]. [PDF]
Xu CX, Tang B, Zeng XH, Huang SQ, Ma JP.
europepmc +1 more source
为研究不锈钢筋-圆不锈钢管海砂混凝土构件的受弯性能,文中建立了该类构件的有限元分析模型。基于有限元典型算例,分析了其纯弯全过程的受力机理。并对该类构件进行了参数分析,系统研究了混凝土强度、钢管屈服强度、纵筋屈服强度、钢管含钢率和纵筋配筋率对该类组合构件纯弯性能的影响规律。研究结果表明:内置纵筋显著提高了该构件的抗弯承载力;且组合构件的抗弯承载力随混凝土强度、钢管屈服强度、纵筋屈服强度、钢管含钢率和纵筋配筋率的增大而增大;该组合构件的抗弯刚度随混凝土强度、钢管含钢率和纵筋配筋率的增大而增大 ...
李德山 +4 more
doaj
[Biomechanical analysis of a novel bridging plate for treating Rockwood III acromioclavicular joint dislocation]. [PDF]
Chen Y, Zhang G, Li S, Luo N, Zhang Y.
europepmc +1 more source
[Differentiation of stem cells regulated by biophysical cues]. [PDF]
Li C, Fan Y, Zheng L.
europepmc +1 more source
[Biomechanical study on wing shaped titanium plate fixation of acetabular anterior column and posterior hemi-transverse fracture under multiple working conditions]. [PDF]
Zhang J +5 more
europepmc +1 more source

