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Zihua ZHANG,Junhua LI,Lei ZHANG,Kai YU
Frontiers of Structural and Civil Engineering 2014, Volume 8, Issue 2, Pages 140-150 doi: 10.1007/s11709-014-0250-1
Keywords: steel reinforced concrete (SRC) short column stud connector after fire interfacial shear transfer
Modeling of shear walls using finite shear connector elements based on continuum plasticity
Ulf Arne GIRHAMMAR, Per Johan GUSTAFSSON, Bo KÄLLSNER
Frontiers of Structural and Civil Engineering 2017, Volume 11, Issue 2, Pages 143-157 doi: 10.1007/s11709-016-0377-3
Keywords: shear walls wall diaphragms finite element modelling plastic shear connector analytical modelling experimental
Predicting the capacity of perfobond rib shear connector using an ANN model and GSA method
Guorui SUN; Jun SHI; Yuang DENG
Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 10, Pages 1233-1248 doi: 10.1007/s11709-022-0878-1
Keywords: perfobond rib shear connector shear strength ANN model global sensitivity analysis
Jianan QI, Yuqing HU, Jingquan WANG, Wenchao LI
Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 5, Pages 1138-1149 doi: 10.1007/s11709-019-0542-6
Keywords: ultra-high performance concrete studs shear strength FE analysis push-out test
Analysis on the Performance of Lightwave in the Large-core Optical Fiber Connector
Wang Yunming,Sun Xiaohan,Zhang Mingde
Strategic Study of CAE 2002, Volume 4, Issue 10, Pages 52-56
An analytical model for the large-core optical fiber connector is presented based on beam propagationIn the case of the linear and nonlinear (including sinusoidal and cosine) vertical section of connector, affections of the coupling length and coupling angle for the connector on the insert loss and couplingOptimum vertical section, length, and angle of the connector are obtained.
Keywords: beam propagation method (BPM) large-core optical fibers tapered connector insert loss
Study on dynamic responses of connectors of modular offshore platform
He Xiaohui,Wang Jingquan,Sun Hongcai,Li Feng
Strategic Study of CAE 2010, Volume 12, Issue 11, Pages 98-104
A rigid module rigid connector(RMRC) model is used to study the dynamicIt is assumed that the modular offshore platform is a whole structure and the connector loads are simplied
Keywords: modular offshore platform connector dynamic responses
Analysis and design of steel-concrete composite sandwich systems subjected to extreme loads
Kazi Md Abu SOHEL, Jat Yuen Richard LIEW, Min Hong ZHANG
Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 3, Pages 278-293 doi: 10.1007/s11709-011-0120-z
Keywords: blast load composite structure impact load lightweight concrete sandwich plate J-hook connector
Frontiers of Structural and Civil Engineering 2023, Volume 17, Issue 1, Pages 122-137 doi: 10.1007/s11709-022-0894-1
Keywords: precast concrete sandwich panel basalt fiber reinforced polymer pull-out performance shear performance out-of-plane flexural performance
Zhao Jinsheng,Tan Junling,Gu Zhengfu,Liu Xiaochun
Strategic Study of CAE 2012, Volume 14, Issue 11, Pages 88-93
Aiming at the characteristic of the formation water of Huaqing Chang 6 reservoir and taking the comprehensive foaming ability as evaluation index, 6 foaming agents were optimized. ZY-1 foaming agent was the optimal foaming agent, and the optimal foaming agent concentration and foam stabilizer concentration were 0.5 % and 764 mg/L respectively. On the basis of the foaming agent optimization result, using parallel cores with approximate permeability contrast,CO2 foam flooding experiment was simulated through 2 injection way. The experiment result showed that underground foaming way, CO2 and the foaming agent injected alternately, had higher plugging differential pressure and better displacement efficiency. The optimal injection slug combination was first 0.2 PV (pore volume) foaming agent solution and then 0.4 PV CO2 gas, and the total injected volume was 0.6 PV.
Keywords: heterogeneous reservoirs CO2 foam profile control and flooding injection parameter experimental stud
Title Author Date Type Operation
Study on the interfacial shear behavior of steel reinforced concrete (SRC) members with stud connectors
Zihua ZHANG,Junhua LI,Lei ZHANG,Kai YU
Journal Article
Modeling of shear walls using finite shear connector elements based on continuum plasticity
Ulf Arne GIRHAMMAR, Per Johan GUSTAFSSON, Bo KÄLLSNER
Journal Article
Predicting the capacity of perfobond rib shear connector using an ANN model and GSA method
Guorui SUN; Jun SHI; Yuang DENG
Journal Article
Behavior and strength of headed stud shear connectors in ultra-high performance concrete of composite
Jianan QI, Yuqing HU, Jingquan WANG, Wenchao LI
Journal Article
Analysis on the Performance of Lightwave in the Large-core Optical Fiber Connector
Wang Yunming,Sun Xiaohan,Zhang Mingde
Journal Article
Study on dynamic responses of connectors of modular offshore platform
He Xiaohui,Wang Jingquan,Sun Hongcai,Li Feng
Journal Article
Analysis and design of steel-concrete composite sandwich systems subjected to extreme loads
Kazi Md Abu SOHEL, Jat Yuen Richard LIEW, Min Hong ZHANG
Journal Article
performance of a façade precast concrete sandwich panel enabled by a bar-type basalt fiber-reinforced polymer connector
Journal Article