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Flexural and eigen-buckling analysis of steel-concrete partially composite plates using weak form quadrature element method
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作者 XIA Jun SHEN Zhi-qiang +1 位作者 LIU Kun SUN Cheng-ming 《Journal of Central South University》 SCIE EI CAS CSCD 2019年第11期3087-3102,共16页
Flexural and eigen-buckling analyses for rectangular steel-concrete partially composite plates(PCPs)with interlayer slip under simply supported and clamped boundary conditions are conducted using the weak form quadrat... Flexural and eigen-buckling analyses for rectangular steel-concrete partially composite plates(PCPs)with interlayer slip under simply supported and clamped boundary conditions are conducted using the weak form quadrature element method(QEM).Both of the derivatives and integrals in the variational description of a problem to be solved are directly evaluated by the aid of identical numerical interpolation points in the weak form QEM.The effectiveness of the presented numerical model is validated by comparing numerical results of the weak form QEM with those from FEM or analytic solution.It can be observed that only one quadrature element is fully competent for flexural and eigen-buckling analysis of a rectangular partially composite plate with shear connection stiffness commonly used.The numerical integration order of quadrature element can be adjusted neatly to meet the convergence requirement.The quadrature element model presented here is an effective and promising tool for further analysis of steel-concrete PCPs under more general circumstances.Parametric studies on the shear connection stiffness and length-width ratio of the plate are also presented.It is shown that the flexural deflections and the critical buckling loads of PCPs are significantly affected by the shear connection stiffness when its value is within a certain range. 展开更多
关键词 weak form quadrature element method partially composite plates interlayer slip flexural analysis eigen-buckling analysis
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Automatic identification of slip pathways in ductile inorganic materials by combining theactive learning strategy and NEB method
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作者 Jun Luo Tao Fan +3 位作者 Jiawei Zhang Pengfei Qiu Xun Shi Lidong Chen 《npj Computational Materials》 2025年第1期425-432,共8页
Ductile inorganic semiconductors have recently received considerable attention due to their metal-like mechanical properties and potential applications in flexible electronics.However,the accurate determination of sli... Ductile inorganic semiconductors have recently received considerable attention due to their metal-like mechanical properties and potential applications in flexible electronics.However,the accurate determination of slip pathways,crucial for understanding the deformation mechanism,still poses a great challenge owing to the complex crystal structures of these materials.In this study,wepropose an automated workflow based on the interlayer slip potential energy surface to identify slip pathways in complex inorganic systems.Our computational approach consists of two key stages:first,an active learning strategy is utilized to efficiently and accurately model the interlayer slip potential energy surfaces;second,the climbing image nudged elastic band method is employed to identify minimum energy pathways,followed by comparative analysis to determine the final slip pathway.We discuss the validity of our selected feature vectors and models across various material systems and confirm that our approach demonstrates robust effectiveness in several case studies with both simple and complicated slip pathways.Our automated workflow opens a new avenue for the automatic identification of the slip pathways in inorganic materials,which holds promise for accelerating the high-throughput screening of ductile inorganic materials. 展开更多
关键词 active learning automated workflow ductile inorganic semiconductors understanding deformation mechanismstill crystal structures determination slip pathwayscrucial interlayer slip potential energy surface identify slip pathways
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