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《结构与土木工程前沿(英文)》 2022年 第16卷 第1期 页码 131-143 doi: 10.1007/s11709-021-0787-8
关键词: RC beams flexural strengthening CFRP CNTs finite element
Yasmin MURAD, Wassel AL BODOUR, Ahmed ASHTEYAT
《结构与土木工程前沿(英文)》 2020年 第14卷 第2期 页码 554-568 doi: 10.1007/s11709-020-0613-8
关键词: retrofitting CFRP sheets recycled concrete pulverised fuel ash silica fume cyclic beam-column connections
方志,任亮,凡凤红
《中国工程科学》 2012年 第14卷 第7期 页码 53-59
为了探讨碳纤维复合材料 (carbon fiber reinforced polymer, CFRP) 和超高性能活性粉末混凝土(reactivepowder concrete, RPC)在超大跨度斜拉桥中应用的可行性,以主跨1 008 m的大跨度钢主梁斜拉桥设计方案为例,采用拉索的等强度原则将原桥钢索替换成CFRP索,考虑截面刚度、截面应力和局部稳定等要求,将原桥钢主梁替换成RPC主梁,拟订了一座等跨度的CFRP拉索、RPC主梁斜拉桥方案。结果表明:从结构受力性能角度而言,采用超高性能混凝土主梁和CFRP拉索构成千米级跨度混凝土斜拉桥的结构体系是可行的。
《结构与土木工程前沿(英文)》 2021年 第15卷 第5期 页码 1144-1159 doi: 10.1007/s11709-021-0762-4
关键词: CFRP rectangular CFSST stub column bearing capacity limit equilibrium state twin-shear strength theory
蔡东升,刘荣桂,许飞,周士金
《中国工程科学》 2010年 第12卷 第2期 页码 16-21
介绍了国内首座CFRP索斜拉桥的工程概况;建立了该桥的三维空间梁壳杆系有限元动态分析模型,进行了结构动态特性有限元分析;进行了环境激励下国内首座CFRP索斜拉桥结构动态特性的测试,结合试验结果对国内首座CFRP索斜拉桥的动态特性进行了分析。笔者等试验及相关研究分析结论可为CFRP索桥梁的动态建模、动态特性分析、抗震抗风设计及CFRP新型缆索材料在桥梁工程中的进一步推广应用提供一定的参考依据。
Amir ALLAHBAKHSHI,Masih ALLAHBAKHSHI
《机械工程前沿(英文)》 2015年 第10卷 第2期 页码 187-197 doi: 10.1007/s11465-015-0339-9
In this paper, for the first time, the modified strain gradient theory is used as a new size-dependent Kirchhoff micro-plate model to study the effect of interlayer van der Waals (vdW) force for the vibration analysis of multilayered graphene sheets (MLGSs). The model contains three material length scale parameters, which may effectively capture the size effect. The model can also degenerate into the modified couple stress plate model or the classical plate model, if two or all of the material length scale parameters are taken to be zero. After obtaining the governing equations based on modified strain gradient theory via principle of minimum potential energy, as only infinitesimal vibration is considered, the net pressure due to the vdW interaction is assumed to be linearly proportional to the deflection between two layers. To solve the governing equation subjected to the boundary conditions, the Fourier series is assumed for w=w(x, y). To show the accuracy of the formulations, present results in specific cases are compared with available results in literature and a good agreement can be seen. The results indicate that the present model can predict prominent natural frequency with the reduction of structural size, especially when the plate thickness is on the same order of the material length scale parameter.
关键词: graphene van der Waals (vdW) force modi- fied strain gradient elasticity theory size effect parameter
Cooling performance of grid-sheets for highly loaded ultra-supercritical steam turbines
Dieter BOHN , Robert KREWINKEL , Shuqing TIAN ,
《能源前沿(英文)》 2009年 第3卷 第3期 页码 313-320 doi: 10.1007/s11708-009-0036-7
关键词: steam turbines 700& deg C-technology numerical inverstigation cooling
Study of high-strength CFRP bolted joints with failure- monitoring cone washers
Tsukasa KATSUMATA, Yoshihiro MIZUTANI, Akira TODOROKI, Ryosuke MATSUZAKI
《机械工程前沿(英文)》 2011年 第6卷 第3期 页码 272-276 doi: 10.1007/s11465-011-0231-1
To increase the strength of carbon-fiber-reinforced plastic (CFRP) bolted joints, a method to increase the friction force between carbon-fiber-reinforced plastic members was proposed. The increase in failure load for the proposed joint was confirmed in finite-element method analyses and joint tests. Additionally, the feasibility of damage monitoring using surface strains of the cone washer was demonstrated.
关键词: composite bolted joint failure monitoring finite-element method
Sheng PENG, Chengxiang XU, Xiaoqiang LIU
《结构与土木工程前沿(英文)》 2019年 第13卷 第6期 页码 1324-1337 doi: 10.1007/s11709-019-0557-z
关键词: carbon fiber reinforced polymer material steel reinforced concrete frame column seismic-damaged trussed-arch model shear strength
Studies of fiber-matrix debonding
Navneet DRONAMRAJU,Johannes SOLASS,Jörg HILDEBRAND
《结构与土木工程前沿(英文)》 2015年 第9卷 第4期 页码 448-456 doi: 10.1007/s11709-015-0316-8
关键词: single fibre cohesive zone model interface debonding carbon fiber reinforced composite (CFRP)
Mohammed FARUQI, Mohammed Sheroz KHAN
《结构与土木工程前沿(英文)》 2019年 第13卷 第1期 页码 81-91 doi: 10.1007/s11709-018-0468-4
关键词: FRP CFRP concrete elevated temperatures deflections prestress
Prevention of laryngeal webs through endoscopic keel placement for bilateral vocal cord lesions
null
《医学前沿(英文)》 2018年 第12卷 第3期 页码 301-306 doi: 10.1007/s11684-017-0549-0
Transoral microresection for treatment of vocal cord lesions involving the anterior commissure may result in anterior glottic webs. In this study, we retrospectively reviewed 54 patients who underwent microsurgery for bilateral lesions involving the anterior commissure and categorized them into two groups. The keel placement and control groups received endoscopic keel placement and mitomycin C, respectively. During the follow-up of at least 1 year, the laryngeal web formation rate significantly decreased in the keel placement group compared with that in the control group (18.6% versus 54.5%, <0.05). Furthermore, the voice handicap index-10 scores for patients without web formation decreased in both the keel placement and control groups ( <0.0001 and <0.001, respectively). A pseudomembrane covering the vocal cords was detected in 16.3% (7 of 43) cases after keel removal. A total of 100% (7 of 7) of these cases and 2.8% (1 of 36) of the other cases formed laryngeal webs ( <0.0001). Endoscopic keel placement could be an effective method for preventing anterior glottic webs after surgery for bilateral vocal cord diseases involving the anterior commissure. The pseudomembrane observed at the time of keel removal may imply a high risk of web formation.
关键词: glottic stenosis glottic web laryngeal keel silastic sheets anterior commissure
Xinyu HUI, Yingjie XU, Weihong ZHANG
《机械工程前沿(英文)》 2020年 第15卷 第3期 页码 475-483 doi: 10.1007/s11465-020-0590-6
关键词: CFRP curing residual stress multiscale modeling finite element method
HU Kexu, HE Guisheng, LU Fan
《结构与土木工程前沿(英文)》 2007年 第1卷 第4期 页码 399-404 doi: 10.1007/s11709-007-0054-7
吴智深,岩下健太郎,牛赫东
《中国工程科学》 2005年 第7卷 第9期 页码 18-24
近年采用外部粘结纤维增强复合材料(FRP)来加固结构越来越受到许多研究开发机构和生产单位的重视。结合作者在FRP方面的研究成果和最新开发出的高强高性能的PBO纤维材料,系统地提出了一种更为有效的预应力外粘结加固方法;通过与玻璃纤维、炭素纤维和芳纶纤维等的比较,认清了新型PBO纤维材料的特性;根据既有的试验和研究成果提出了一套完整的预应力加固方法的流程,包括概念、原理和几种降低端部界面应力和新型锚固的措施;室内小型试验和室外大型试验的结果表明,PBO片材预应力技术能够提供令人满意的加固性能。
关键词: 纤维增强聚合物(FRP) PBO纤维片材 增强加固 外粘结 锚固措施
标题 作者 时间 类型 操作
enhancement using carbon nanotubes on flexural behavior of RC beams strengthened with externally bonded CFRPsheets
期刊论文
Seismic retrofitting of severely damaged RC connections made with recycled concrete using CFRP sheets
Yasmin MURAD, Wassel AL BODOUR, Ahmed ASHTEYAT
期刊论文
Axial compression behavior of CFRP-confined rectangular concrete-filled stainless steel tube stub column
期刊论文
Vibration analysis of nano-structure multilayered graphene sheets using modified strain gradient theory
Amir ALLAHBAKHSHI,Masih ALLAHBAKHSHI
期刊论文
Cooling performance of grid-sheets for highly loaded ultra-supercritical steam turbines
Dieter BOHN , Robert KREWINKEL , Shuqing TIAN ,
期刊论文
Study of high-strength CFRP bolted joints with failure- monitoring cone washers
Tsukasa KATSUMATA, Yoshihiro MIZUTANI, Akira TODOROKI, Ryosuke MATSUZAKI
期刊论文
Truss-arch model for shear strength of seismic-damaged SRC frame columns strengthened with CFRP sheets
Sheng PENG, Chengxiang XU, Xiaoqiang LIU
期刊论文
Deflection behavior of a prestressed concrete beam reinforced with carbon fibers at elevated temperatures
Mohammed FARUQI, Mohammed Sheroz KHAN
期刊论文
Prevention of laryngeal webs through endoscopic keel placement for bilateral vocal cord lesions
null
期刊论文
Multiscale model of micro curing residual stress evolution in carbon fiber-reinforced thermoset polymer composites
Xinyu HUI, Yingjie XU, Weihong ZHANG
期刊论文
Experimental study on fire protection methods of reinforced concrete beams strengthened with carbon fiber reinforced polymer
HU Kexu, HE Guisheng, LU Fan
期刊论文