Results 51 to 60 of about 310 (96)

不锈钢筋-圆不锈钢管海砂混凝土构件受弯性能研究

open access: yesJianzhu Gangjiegou Jinzhan
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 study of lumbar vertebra during gait cycle in adolescent idiopathic scoliosis]. [PDF]

open access: yesSheng Wu Yi Xue Gong Cheng Xue Za Zhi
Wang Y   +7 more
europepmc   +1 more source

[Effectiveness of sagittal top compression reduction technique in treatment of thoracolumbar vertebral fractures]. [PDF]

open access: yesZhongguo Xiu Fu Chong Jian Wai Ke Za Zhi, 2023
Ji P   +8 more
europepmc   +1 more source

[Research progress of chondrocyte mechanotransduction mediated by TRPV4 and PIEZOs]. [PDF]

open access: yesSheng Wu Yi Xue Gong Cheng Xue Za Zhi, 2023
Zhang Q   +5 more
europepmc   +1 more source

新型波形钢-UHPC组合桥面板抗弯性能研究

open access: yesJianzhu Gangjiegou Jinzhan
文中提出了一种新型波形钢-超高性能混凝土(ultra-high performance concrete, UHPC)组合桥面板结构体系,围绕该类桥面板的抗弯性能开展深入研究,为进一步探究其疲劳性能奠定基础。首先,针对该组合桥面板结构设计制作了3个试件,并对其进行了3组正弯矩作用下的足尺模型试验,探究不同剪跨长度下结构的破坏模式、承载能力、钢-UHPC层间滑移等关键力学指标的发展规律。在此基础上,建立了考虑UHPC材料非线性和钢-UHPC层间接触非线性的有限元模型 ...
刘力   +4 more
doaj  

Home - About - Disclaimer - Privacy