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Saleh YAGHOOBI, Ahmad SHOOSHTARI
《结构与土木工程前沿(英文)》 2018年 第12卷 第3期 页码 341-351 doi: 10.1007/s11709-017-0393-y
Slippage corresponds to the relative displacement of a bolted joint subjected to shear loads since the construction clearance between the bolt shank and the bolthole at assembly can cause joint slip. Deflections of towers with joint slippage effects is up to 1.9 times greater than the displacements obtained by linear analytical methods. In this study, 8 different types of joints are modelled and studied in the finite element program, and the results are verified by the experimental results which have been done in the laboratory. Moreover, several types of joints have been modelled and studied and load-deformation curves have also been presented. Finally, joint slip data for different types of angles, bolt diameter and bolt arrangements are generated. Thereupon, damping ratios (z) for different types of connections are reported. The study can be useful to help in designing of wind turbine towers with a higher level of accuracy and safety.
关键词: Joint slip cyclic loading Finite element modelling Experimental joint behavior damping ratios (
Yunlin LIU, Shitao ZHU
《结构与土木工程前沿(英文)》 2019年 第13卷 第5期 页码 1095-1104 doi: 10.1007/s11709-019-0538-2
关键词: PCS concrete side joint numerical simulation fiber-beam element joint model solid element joint model seismic behavior
Chunyan QUAN,Wei WANG,Jian ZHOU,Rong WANG
《结构与土木工程前沿(英文)》 2016年 第10卷 第3期 页码 333-344 doi: 10.1007/s11709-016-0357-7
关键词: narrow outer diaphragm concrete-filled tubular column joint inner and outer stiffening cyclic behavior
Peng DENG, Boyi YANG, Xiulong CHEN, Yan LIU
《结构与土木工程前沿(英文)》 2020年 第14卷 第5期 页码 1215-1231 doi: 10.1007/s11709-020-0663-y
关键词: tubular T-joint carbon fiber-reinforced polymer degree of damage numerical analysis equivalent plastic strain
《结构与土木工程前沿(英文)》 页码 884-900 doi: 10.1007/s11709-022-0912-3
关键词: shield tunnel waterproof performance horizontal transverse deformation joint opening weakening behavior
Dynamic characteristics of a magnetorheological pin joint for civil structures
Yancheng LI,Jianchun LI
《机械工程前沿(英文)》 2014年 第9卷 第1期 页码 15-33 doi: 10.1007/s11465-014-0283-0
Magnetorheological (MR) pin joint is a novel device in which its joint moment resistance can be controlled in real-time by altering the applied magnetic field. The smart pin joint is intended to be used as a controllable connector between the columns and beams of a civil structure to instantaneously shift the structural natural frequencies in order to avoid resonance and therefore to reduce unwanted vibrations and hence prevent structural damage. As an intrinsically nonlinear device, modelling of this MR fluid based device is a challenging task and makes the design of a suitable control algorithm a cumbersome situation. Aimed at its application in civil structure, the main purpose of this paper is to test and characterise the hysteretic behaviour of MR pin joint. A test scheme is designed to obtain the dynamic performance of MR pin joint in the dominant earthquake frequency range. Some unique phenomena different from those of MR damper are observed through the experimental testing. A computationally-efficient model is proposed by introducing a hyperbolic element to accurately reproduce its dynamic behaviour and to further facilitate the design of a suitable control algorithm. Comprehensive investigations on the model accuracy and dependences of the proposed model on loading condition (frequency and amplitude) and input current level are reported in the last section of this paper.
关键词: Magnetorheological pin joint hyperbolic hysteresis model experimental testing frequency dependence
Yasser SHARIFI, Ali Akbar MAGHSOUDI
《结构与土木工程前沿(英文)》 2014年 第8卷 第1期 页码 46-56 doi: 10.1007/s11709-014-0237-y
关键词: high-strength concrete (HSC) members flexural behavior reinforced concrete experimental results ultimate moment
Hysteretic behavior of cambered surface steel tube damper: Theoretical and experimental research
《结构与土木工程前沿(英文)》 2023年 第17卷 第4期 页码 606-624 doi: 10.1007/s11709-023-0925-6
关键词: cambered surface steel tube damper energy dissipation capacity finite element model hysteretic performance parametric study
Experimental study on shear behavior of prestressed reactive powder concrete I-girders
Hui ZHENG, Zhi FANG, Bin CHEN
《结构与土木工程前沿(英文)》 2019年 第13卷 第3期 页码 618-627 doi: 10.1007/s11709-018-0500-8
关键词: prestressed concrete RPC(Reactive Powder Concrete) concrete beams shear strength experimental study
Shuchun LI, Bo DIAO, Youpo SU,
《结构与土木工程前沿(英文)》 2009年 第3卷 第4期 页码 378-383 doi: 10.1007/s11709-009-0064-8
关键词: beam with dispersed steel bar flame joints with special-shaped beam and column seismic behavior scale of dispersed steel bars
Design considerations and experimental studies on semi-active smart pin joint
Yancheng LI, Jianchun LI, Bijan SAMALI, Jiong WANG,
《机械工程前沿(英文)》 2009年 第4卷 第4期 页码 363-370 doi: 10.1007/s11465-009-0074-1
关键词: magnetorheological (MR) fluids smart pin joint design consideration
Torsional behavior of triangular web profile (TRIWP) steel section by experimental study
Fatimah DE’NAN,Hazwani HASAN,Mohd Hanim OSMAN,Sariffudin SAAD
《结构与土木工程前沿(英文)》 2016年 第10卷 第4期 页码 409-419 doi: 10.1007/s11709-016-0358-6
关键词: corrugated web i-beam non uniform steel section torsion resistance torsion angle triangular web profile steel section
《结构与土木工程前沿(英文)》 页码 1228-1248 doi: 10.1007/s11709-023-0931-8
关键词: UHPC MT-DIC flexural behavior tensile behavior steel fiber polypropylene fiber
Experimental research on seismic behavior of recycled concrete frame under varying cyclic loading
SUN Yuedong, XIAO Jianzhuang, ZHOU Deyuan
《结构与土木工程前沿(英文)》 2008年 第2卷 第4期 页码 302-308 doi: 10.1007/s11709-008-0050-6
关键词: different aggregate stiffness practical application % recycled
标题 作者 时间 类型 操作
Joint slip investigation based on finite element modelling verified by experimental results on wind turbine
Saleh YAGHOOBI, Ahmad SHOOSHTARI
期刊论文
Finite element analysis on the seismic behavior of side joint of Prefabricated Cage System in prefabricated
Yunlin LIU, Shitao ZHU
期刊论文
Cyclic behavior of stiffened joints between concrete-filled steel tubular column and steel beam withnarrow outer diaphragm and partial joint penetration welds
Chunyan QUAN,Wei WANG,Jian ZHOU,Rong WANG
期刊论文
Experimental and numerical investigations of the compressive behavior of carbon fiber-reinforced polymer-strengthened
Peng DENG, Boyi YANG, Xiulong CHEN, Yan LIU
期刊论文
Weakening behavior of waterproof performance in joints of shield tunnels under adjacent constructions
期刊论文
Dynamic characteristics of a magnetorheological pin joint for civil structures
Yancheng LI,Jianchun LI
期刊论文
An experimental study on the flexural behavior of heavily steel reinforced beams with high-strength concrete
Yasser SHARIFI, Ali Akbar MAGHSOUDI
期刊论文
Hysteretic behavior of cambered surface steel tube damper: Theoretical and experimental research
期刊论文
Experimental study on shear behavior of prestressed reactive powder concrete I-girders
Hui ZHENG, Zhi FANG, Bin CHEN
期刊论文
Seismic behavior experimental study of frame joints with special-shaped column and dispersed steel bar
Shuchun LI, Bo DIAO, Youpo SU,
期刊论文
Design considerations and experimental studies on semi-active smart pin joint
Yancheng LI, Jianchun LI, Bijan SAMALI, Jiong WANG,
期刊论文
Torsional behavior of triangular web profile (TRIWP) steel section by experimental study
Fatimah DE’NAN,Hazwani HASAN,Mohd Hanim OSMAN,Sariffudin SAAD
期刊论文
steel- and polypropylene-reinforced ultra-high-performance concrete through numerical analyses and experimental
期刊论文