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Calculation method of radial stress and deformation on conic threaded connections with interference fit

Shoujun CHEN, Qiang LI, Qi AN,

Frontiers of Mechanical Engineering 2010, Volume 5, Issue 3, Pages 302-307 doi: 10.1007/s11465-010-0018-9

Abstract: This paper presents a calculation method for radial stress distribution and deformation on conic threadedThe model offers a new way of calculating the radial stress and deformation on conic thread connections

Keywords： conic threaded connections interference fit radial stress deformation finite element analysis (FEA)

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Predictive model to decouple the contributions of friction and plastic deformation to machined surfacetemperatures and residual stress patterns in finish dry cutting

Subhash ANURAG, Yuebin GUO,

Frontiers of Mechanical Engineering 2010, Volume 5, Issue 3, Pages 247-255 doi: 10.1007/s11465-010-0097-7

Abstract: Furthermore, the individual contribution of tool/work friction and plastic deformation of work materialsbased on a predictive model to decouple the contributions of tool/work friction and material plastic deformationThe study shows that the plastic deformation of work material contributes to the majority of surfaceResidual stress reversal from subsurface maximum residual to surface maximum residual stress may occur

Keywords： surface temperature friction residual stress finite element analysis (FEA) dry cutting tool property

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Experimental investigation of the influence on static and cyclic deformation of structural soft clayof stress level

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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Hypoplastic constitutive modeling of wetting deformation of weathered rockfill materials

Erich BAUER, Zhongzhi FU, Sihong LIU,

Frontiers of Structural and Civil Engineering 2010, Volume 4, Issue 1, Pages 78-91 doi: 10.1007/s11709-010-0011-8

Abstract: The wetting deformation of weathered rockfill materials has been attracting growing attention from bothThe extended model takes into account the influence of the current density, the effective stress state, the rate of deformation, and the time dependent process of degradation of the solid hardness.In particular, triaxial compression paths and creep deformation under deviatoric stress states are considered

Keywords： rockfill dams weathered granular materials hypoplasticity solid hardness creep stress relaxation

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A New Method for Inferencing and Representing a Workpiece Residual Stress Field Using Monitored Deformation

Zhiwei Zhao,Changqing Liu,Yingguang Li,James Gao

Engineering 2023, Volume 22, Issue 3, Pages 49-59 doi: 10.1016/j.eng.2022.07.018

Abstract:

The residual stress inside stock materials is a fundamental property related to the quality of manufacturedThis paper reports a new non-destructive method for inferencing the residual stress field based on deformationof the deformation forces that reflect the overall effect of the unbalanced residual stress field afterThe relationship between deformation forces and the residual stress field is modeled based on the principleunderlying principle of the method provides an important reference for predicting and compensating workpiece deformation

Keywords： Residual stress field Precision manufacturing Deformation force Inverse problem In situ measurement

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Analysis on annealing-induced stress of blind-via TSV using FEM

Jie SHAO, Tielin SHI, Li DU, Lei SU, Xiangning LU, Guanglan LIAO

Frontiers of Mechanical Engineering 2018, Volume 13, Issue 3, Pages 401-410 doi: 10.1007/s11465-017-0457-7

Abstract: However, in TSV manufacturing, thermo-mechanical stress is induced during the annealing process, oftenTop interface stress analysis on the TSV structure shows that the curvature of via openings releasesstress concentration that leads to ~60 MPa decrease of normal stresses, Keywords： through silicon via (TSV) annealing-induced stress interface stress plastic deformation finite element

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An improved algorithm for McDowell’s analytical model of residual stress

Zhaoxu QI,Bin LI,Liangshan XIONG

Frontiers of Mechanical Engineering 2014, Volume 9, Issue 2, Pages 150-155 doi: 10.1007/s11465-014-0295-9

Abstract: elastoplastic rolling/sliding contact proposed by McDowell is an important tool for predicting residual stressAccording to the volume-constancy of plastic deformation, an improved algorithm for McDowell’smodel is proposed in order to improve its predicting accuracy of the surface residual stress.The simulation results show that the surface residual stress predicted by modified method is much closer

Keywords： residual stress McDowell’s model volume-constancy of plastic deformation FEM elastoplastic rolling/sliding

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A time−space porosity computational model for concrete under sulfate attack

Frontiers of Structural and Civil Engineering doi: 10.1007/s11709-023-0985-7

Abstract: In addition, the expansion strain at the macro-scale is obtained using a stress analysis model of compositeinfluence of corrosion damage and cement hydration on the diffusion of sulfate ions, the expansion deformation

Keywords： expansion deformation porosity internal expansion stress external sulfate attack mechanical–chemical

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Fatigue crack initiation of magnesium alloys under elastic stress amplitudes: A review

B. J. WANG, D. K. XU, S. D. WANG, E. H. HAN

Frontiers of Mechanical Engineering 2019, Volume 14, Issue 1, Pages 113-127 doi: 10.1007/s11465-018-0482-1

Abstract: The fatigue evaluation of Mg alloys under elastic stress amplitudes is very important in ensuring theirclose packed structure, the fatigue crack initiation of Mg and its alloys is closely related to the deformation

Keywords： Mg alloys fatigue behavior microstructure crack initiation deformation mechanism

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Behavior of Concrete Under the Triaxial Compression

Yan Dongming,Lin Gao

Strategic Study of CAE 2007, Volume 9, Issue 6, Pages 64-70

Abstract: confining pressures of 0, 4 MPa, 8 MPa, 12 MPa and 16 MPa respectively were conducted to investigate the deformationultimate strength increases dramatically with the increasing confining pressure and the strain at peak stress The complete stress- strain curves were obtained at different confining pressures.nbsp;By comparison with the current literature, appropriate formulas of concrete strength and deformation

Keywords： triaxial stress state confining pressure ultimate strength deformation concrete

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Application of coupled XFEM-BCQO in the structural optimization of a circular tunnel lining subjected to a ground motion

Nazim Abdul NARIMAN, Ayad Mohammad RAMADAN, Ilham Ibrahim MOHAMMAD

Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 6, Pages 1495-1509 doi: 10.1007/s11709-019-0574-y

Abstract: A new structural optimization method of coupled extended finite element method and bound constrained quadratic optimization method (XFEM-BCQO) is adopted to quantify the optimum values of four design parameters for a circular tunnel lining when it is subjected to earthquakes. The parameters are: tunnel lining thickness, tunnel diameter, tunnel lining concrete modulus of elasticity and tunnel lining concrete density. Monte-Carlo sampling method is dedicated to construct the meta models so that to be used for the BCQO method using matlab codes. Numerical simulations of the tensile damage in the tunnel lining due to a real earthquake in the literature are created for three design cases. XFEM approach is used to show the cracks for the mentioned design cases. The results of the BCQO method for the maximum design case for the tunnel tensile damage was matching the results obtained from XFEM approach to a fair extent. The new coupled approach manifested a significant capability to predict the cracks and spalling of the tunnel lining concrete under the effects of dynamic earthquakes.

Keywords： ovaling deformation monte carlo sampling XFEM-BCQO maximum principal stress

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Centrifuge model test and field measurement analysis for foundation pit with confined water

Chunlin DING , Xiaohong MENG ,

Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 3, Pages 299-304 doi: 10.1007/s11709-009-0035-0

Abstract: The similarity law of centrifuge test was developed for the seepage field and stress field of a foundationBased on the deep foundation pit of the Huangxing Road Station of the Shanghai metro line M8, the deformationFinally, a comparative study was conducted on the test results of the pit deformation and the field measurementComparison results show that the pit deformation regularity of the test is basically identical with thatof the field measurement, and the difference in pit deformation between the test and the field measurement

Keywords： foundation pit with confined water centrifuge model test seepage-stress coupling field similarity relation field measurement deformation

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Resistance of large deformation of the Wushaoling Tunnel F7 soft fault

ZHAO Xufeng, CHEN Haiming, WANG Chunmiao

Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 1, Pages 123-127 doi: 10.1007/s11709-007-0013-3

Abstract: The measurements and techniques are proposed to resist the deformation.

Keywords： F7 deformation appropriate construction mechanical

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Numerical modeling of nonlinear deformation of polymer composites based on hyperelastic constitutive

Qingsheng YANG, Fang XU

Frontiers of Mechanical Engineering 2009, Volume 4, Issue 3, Pages 284-288 doi: 10.1007/s11465-009-0067-0

Abstract: reinforced polymer (FRP) composites exhibit nonlinear and hyperelastic characteristics under finite deformationhyperelastic behavior of fiber reinforced polymer composites using a micromechanical model and finite deformationThe local stress and deformation of a representative volume element are calculated by the nonlinear finiteThen, an averaging procedure is used to find the homogenized stress and strain, and the macroscopic stress-strainNumerical examples are given to demonstrate hyperelastic behavior and deformation of the composites,

Keywords： composites hyperelastic finite deformation homogenization micromechanics

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Study on temperature effects of single expansion joint bridge

Zhao Yibin and Shao Xudong

Strategic Study of CAE 2012, Volume 14, Issue 10, Pages 103-112

Abstract: distribution and development rule of cracks in approach pavement, theoretical formulas for internal force and deformationFor example, under the effect of temperature drop of 20 ℃, the maximum steel stress was 148 MPa, andwidth was 0.185 mm for a 280 m length SEJB, which met the requirement of criterion; the additional stress

Keywords： single expansion bridge temperature effect stress and deformation theoretical formula parameter analysis

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Title Author Date Type Operation

Calculation method of radial stress and deformation on conic threaded connections with interference fit

Shoujun CHEN, Qiang LI, Qi AN,

Journal Article

Predictive model to decouple the contributions of friction and plastic deformation to machined surfacetemperatures and residual stress patterns in finish dry cutting

Subhash ANURAG, Yuebin GUO,

Journal Article

Experimental investigation of the influence on static and cyclic deformation of structural soft clayof stress level

CHEN Yunmin, CHEN Yingping, HUANG Bo

Journal Article

Hypoplastic constitutive modeling of wetting deformation of weathered rockfill materials

Erich BAUER, Zhongzhi FU, Sihong LIU,

Journal Article

A New Method for Inferencing and Representing a Workpiece Residual Stress Field Using Monitored Deformation

Zhiwei Zhao,Changqing Liu,Yingguang Li,James Gao

Journal Article

Analysis on annealing-induced stress of blind-via TSV using FEM