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《Journal of Shandong Agricultural University(Natural Science Edition)》 2007-01
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ANALYSIS OF ULTIMATE LOAD OF BENDING AND COMPRESSION COLUMN

WANG Jiang~1 QIU Xiu-mei~2 (1.Construction Engineering Department,North China lnstitute of Astronautic gngineering,Langfang 065000,China 2.College of Water Conservancy and Civil Engineering,Shandong Agricultrue University,Taian 271018,China)  
In this paper,based on natural characteristic of taperedⅠ-shaped column,Ansys FEM program was used to simulate its geometrical nonlinear behavior with beam element.With Newton-Raphson and arc- length calculation method,this paper has made research on effect of tapering ratio,web plate width-thickness ratio and slenderness ratio on ultimate bearing capacity.This work gives some reference for technical application of taperedⅠ-shpered column.
【CateGory Index】: TU392.1
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【References】
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1 Niu Peng~1,Yang Gang~1,Jin Chunfu~2,Gong Benqi~1 (1.Institute of Road and Bridge Engineering,Dalian Maritime University,Dalian,China,116026; 2.School of Hydraulic and Civil Engineering,Dalian University of Technology,Dalian,China,116024);Analytical Solution of Elastic-Plastic Buckling of an H-shaped Steel Column Wrapped by Carbon Fibre under Axial Compressive Load and Bending Moment[A];[C];2009
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1 Guo Yanlin Pan Yong (Tsinghua University);RESEARCH ON IN-PLANE ULTIMATE LOAD-CARRYING CAPACITY OF TAPERING I-SHAPED COLUMN[J];China Civil Engineering Journal;2004-01
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1 WANG Jiang,ZHOU Hui,SONG Xuefeng (Construction Engineering Department,North China Institute of Astronautic Engineering,Langfang 065000,China);Analysis of ultimate load of elastic-plastic in-plane tapered I-shaped column[J];Sichuan Building Science;2008-01
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1 YANG Gang1 , WANG Hai-bin1 , ZHANG Ai-feng1 , JIANG Li-li 2 , QIU Cheng-zhu1 (1. Institute of Road and Bridge Engineering, Dalian Maritime University, Dalian 116026, China; 2. Technology and Science University of Haerbin, Haerbin 150080, China);ANALYTICAL SOLUTION OF ELASTIC-PLASTIC BUCKLING OF MEMBER WRAPPED BY CARBON FIBRE UNDER THE AXIAL COMPRESSIVE LOAD AND BENDING MOMENT[J];Engineering Mechanics;2007-05
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