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Experimental research on seismic behavior of recycled concrete frame under varying cyclic loading

SUN Yuedong, XIAO Jianzhuang, ZHOU Deyuan

Frontiers of Structural and Civil Engineering 2008, Volume 2, Issue 4,   Pages 302-308 doi: 10.1007/s11709-008-0050-6

Abstract: A study is conducted on the seismic behavior of one natural concrete frame and two recycled concretecoarse aggregate whose scales are 1:2 entirely, and a comparative study is conducted under low-reversed cyclicdeterioration of strength and stiffness and energy dissipation of recycled concrete frames under low-reversed cyclic

Keywords： different     aggregate     stiffness     practical application     % recycled    

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Cyclic behavior of prefabricated reinforced concrete frame with infill slit shear walls

Kui XIAO,Qilin ZHANG,Bin JIA

Frontiers of Structural and Civil Engineering 2016, Volume 10, Issue 1,   Pages 63-71 doi: 10.1007/s11709-015-0294-x

Abstract: Pseudo-static tests were performed to evaluate the seismic behavior of the PRCFW system.constitutive model of concrete proposed by Chinese code, the damage process of the PRCFW structure under cyclicThe simulated results show a good agreement with the test data, the dynamic behavior of the PRCFW system

Keywords： slit shear wall     constitutive model     cyclic     seismic     damage    

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An enhanced damage plasticity model for predicting the cyclic behavior of plain concrete under multiaxial

Mohammad Reza AZADI KAKAVAND, Ertugrul TACIROGLU

Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 6,   Pages 1531-1544 doi: 10.1007/s11709-020-0675-7

Abstract: the current models that adopt two damage variables, the independence of these damage variables during cyclicloading results in the failure to capture the effects of tensile damage on the compressive behaviorThis study presents a cyclic model established by extending an existing monotonic constitutive model.The model describes the cyclic behavior of concrete under multiaxial loading conditions and considersECDPM is evaluated using experimental data on concrete specimens at the material level obtained under cyclic

Keywords： damage plasticity model     plain concrete     cyclic loading     multiaxial loading conditions    

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Cyclic behavior of stiffened joints between concrete-filled steel tubular column and steel beam with

Chunyan QUAN,Wei WANG,Jian ZHOU,Rong WANG

Frontiers of Structural and Civil Engineering 2016, Volume 10, Issue 3,   Pages 333-344 doi: 10.1007/s11709-016-0357-7

Abstract: Through the low-frequency cyclic loading test, the cyclic behavior and failure mode of the specimen wereOn the contrary, the inner diaphragm and inner stiffeners had limited impacts on the hysteretic behavior

Keywords： narrow outer diaphragm     concrete-filled tubular column     joint     inner and outer stiffening     cyclic behavior    

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Numerical study of the cyclic load behavior of AISI 316L stainless steel shear links for seismic fuse

Ruipeng LI,Yunfeng ZHANG,Le-Wei TONG

Frontiers of Structural and Civil Engineering 2014, Volume 8, Issue 4,   Pages 414-426 doi: 10.1007/s11709-014-0276-4

Abstract: Hysteresis behaviors of four stainless steel shear link specimens under reversed cyclic loading were

Keywords： hysteretic damper     eccentrically braced frame     energy dissipation     seismic     stainless steel     shear link    

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Cyclic stress-strain behavior of structural steel with yield-strength up to 460 N/mm

Yiyi CHEN,Wei SUN,Tak-Ming CHAN

Frontiers of Structural and Civil Engineering 2014, Volume 8, Issue 2,   Pages 178-186 doi: 10.1007/s11709-014-0245-y

Abstract: presents a constitutive model based on Ramberg-Osgood equation to describe the hysteresis material behaviorThe proposed model was calibrated against a series of cyclic material tests with strain amplitude varyingmodel revealed excellent agreement with the experimental results and captured further the experimental behaviorcombined kinematic/isotropic materials description in ABAQUS to mimic a full scale experimental test under cyclic

Keywords： constitutive model     finite element analysis     hysteresis curve     Ramberg-Osgood equation    

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Joint slip investigation based on finite element modelling verified by experimental results on wind turbine lattice towers

Saleh YAGHOOBI, Ahmad SHOOSHTARI

Frontiers of Structural and Civil Engineering 2018, Volume 12, Issue 3,   Pages 341-351 doi: 10.1007/s11709-017-0393-y

Abstract:

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.

Keywords： Joint slip     cyclic loading     Finite element modelling     Experimental joint behavior     damping ratios (   

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Isogeometric analysis of coupled thermo-elastodynamic problems under cyclic thermal shock

Asghar AMANI DASHLEJEH

Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 2,   Pages 397-405 doi: 10.1007/s11709-018-0473-7

Abstract: Finally, cyclic thermal shock (CTS) loading was applied on the half-space problem.

Keywords： isogeometric analysis     coupled thermo-elastodynamic     dynamic analysis     generalized newmark     cyclic thermal    

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Prediction of cyclic large plasticity for prestrained structural steel using only tensile coupon tests

Liang-Jiu JIA, Tsuyoshi KOYAMA, Hitoshi KUWAMURA

Frontiers of Structural and Civil Engineering 2013, Volume 7, Issue 4,   Pages 466-476 doi: 10.1007/s11709-013-0219-5

Abstract: This paper aims to predict cyclic plasticity of structural steels with tensile and compressive prestrainMonotonic and cyclic tests on hourglass specimens with tensile and compressive prestrain are conductedstress for specimens with tensile prestrain, while the second approach is able to accurately predict the cyclic

Keywords： cyclic plasticity     prestrain     Chaboche model     mild steel    

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The Cyclic Bispectrum and Its Application to the Analysis of the Fault Signal About Cyclostationary

Su Zhongyuan,Jia Minping,Xu Feiyun,Hu Jianzhong

Strategic Study of CAE 2006, Volume 8, Issue 9,   Pages 57-60

Abstract:

The way of computing the cyclic cumulant of cyclostationary signal of unknown cyclic frequency isBy the analysis of simulation testing data of phase modulation signal, the cyclic bispectrum is showedAnd the cyclic bispectrum is used to analysis of the industrial vibration data of the rotating machine

Keywords： cyclic stationary     cyclic bispectrum     nth-order lag product    

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Research and practice of layered cross cyclic injectionproduction water flooding technology in ultra

Jiang Zhenhai

Strategic Study of CAE 2012, Volume 14, Issue 4,   Pages 77-82

Abstract: Saertu Oilfield, guided by the hydrodynamic principle, based on the practical experience and analysis of cyclicwater flooding in combination with numerical simulation, cyclic water flooding and various parameters

Keywords： cyclic water flooding     cyclic production     method optimization     parameters optimization    

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Experimental investigation of the influence on static and cyclic deformation of structural soft clay

CHEN Yunmin, CHEN Yingping, HUANG Bo

Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 4,   Pages 422-429 doi: 10.1007/s11709-007-0057-4

Abstract: This paper presents the experimental results performed to study the static and cyclic deformation behavior

Keywords： consolidation     deformation     experimental     undisturbed    

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Numerical evaluation of group-pile foundation subjected to cyclic horizontal load

Youngji JIN, Xiaohua BAO, Yoshimitsu KONDO, Feng ZHANG,

Frontiers of Structural and Civil Engineering 2010, Volume 4, Issue 2,   Pages 196-207 doi: 10.1007/s11709-010-0021-6

Abstract: three-dimensional (3D) finite element analyses of a real-scale group-pile foundation subjected to horizontal cyclic

Keywords： group-pile foundation     real-scale cyclic loading test     three-dimensional finite element method (3D-FEM)    

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Compressive and cyclic flexural response of double-hooked-end steel fiber reinforced concrete

Demewoz W. MENNA; Aikaterini S. GENIKOMSOU; Mark F. GREEN

Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 9,   Pages 1104-1126 doi: 10.1007/s11709-022-0845-x

Abstract: This study presents the compressive properties and the cyclic flexural performance of the SFRC that wereof the fibers increased the post-peak compressive strain (ductility), the tensile strength, and the cyclicFor 1% steel fiber dosage, 4D and 5D specimens showed similar cyclic flexural responses.Finally, a 3D finite element model that can predict the monotonic and cyclic flexural responses of thecalibration process considered the results obtained from the inverse analysis to determine the tensile behavior

Keywords： steel fiber reinforced concrete     fiber geometry     cyclic loading     energy dissipation     finite element modeling    

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Seismic response of precast reinforced concrete wall subjected to cyclic in-plane and constant out-of-plane

Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 5,   Pages 1128-1143 doi: 10.1007/s11709-021-0753-5

Abstract: This paper provides insight into the seismic behavior of a full-scale precast reinforced concrete wallunder in-plane cyclic loading combined with out-of-plane loading replicated by sand backfill to simulate

Keywords： precast wall     basement wall     out-of-plane response     quasi-static test     sand backfill     seismic parameters    

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Title Author Date Type Operation

Experimental research on seismic behavior of recycled concrete frame under varying cyclic loading

SUN Yuedong, XIAO Jianzhuang, ZHOU Deyuan

Journal Article

Cyclic behavior of prefabricated reinforced concrete frame with infill slit shear walls

Kui XIAO,Qilin ZHANG,Bin JIA

Journal Article

An enhanced damage plasticity model for predicting the cyclic behavior of plain concrete under multiaxial

Mohammad Reza AZADI KAKAVAND, Ertugrul TACIROGLU

Journal Article

Cyclic behavior of stiffened joints between concrete-filled steel tubular column and steel beam with

Chunyan QUAN,Wei WANG,Jian ZHOU,Rong WANG

Journal Article

Numerical study of the cyclic load behavior of AISI 316L stainless steel shear links for seismic fuse

Ruipeng LI,Yunfeng ZHANG,Le-Wei TONG

Journal Article

Cyclic stress-strain behavior of structural steel with yield-strength up to 460 N/mm

Yiyi CHEN,Wei SUN,Tak-Ming CHAN

Journal Article

Joint slip investigation based on finite element modelling verified by experimental results on wind turbine lattice towers

Saleh YAGHOOBI, Ahmad SHOOSHTARI

Journal Article

Isogeometric analysis of coupled thermo-elastodynamic problems under cyclic thermal shock

Asghar AMANI DASHLEJEH

Journal Article

Prediction of cyclic large plasticity for prestrained structural steel using only tensile coupon tests

Liang-Jiu JIA, Tsuyoshi KOYAMA, Hitoshi KUWAMURA

Journal Article

The Cyclic Bispectrum and Its Application to the Analysis of the Fault Signal About Cyclostationary

Su Zhongyuan,Jia Minping,Xu Feiyun,Hu Jianzhong

Journal Article

Research and practice of layered cross cyclic injectionproduction water flooding technology in ultra

Jiang Zhenhai

Journal Article

Experimental investigation of the influence on static and cyclic deformation of structural soft clay

CHEN Yunmin, CHEN Yingping, HUANG Bo

Journal Article

Numerical evaluation of group-pile foundation subjected to cyclic horizontal load

Youngji JIN, Xiaohua BAO, Yoshimitsu KONDO, Feng ZHANG,

Journal Article

Compressive and cyclic flexural response of double-hooked-end steel fiber reinforced concrete

Demewoz W. MENNA; Aikaterini S. GENIKOMSOU; Mark F. GREEN

Journal Article

Seismic response of precast reinforced concrete wall subjected to cyclic in-plane and constant out-of-plane

Journal Article