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《Petrochemical Design》 2009-01
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ANALYSIS ON ASME FLANGE DESIGN RIGIDITY CALCULATION METHOD

Sang Rubao. (SINOPEC Engineering Incorporation, P.C. 100101)  
This article analyses the source of flange rigidity calculation method of ASME standard, points out the controlled value of deflection angle. By comparing ASME flange rigidity method with Waters method, reasonable application scopes of these two methods are derived.
【Key Words】: Flange Rigidity Intensity Deflection angle Stress
【CateGory Index】: TH49
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【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 CUI Wei-cheng1, PEI Jun-hou2, ZHANG Wei2(1 School of Naval Architecture & Ocean Engineering,Shanghai Jiao Tong University,Shanghai 200030,China; 2 China Ship Scientific Research Center,Wuxi 214082,China);A Comparison of Equivalent Cylinder Solution with Accurate Solution for Conical Shells[J];JOURNAL OF SHIP MECHANICS;2000-04
2 Hou Hetao Li Guoqiang(Tongji University Shanghai 200092) Wang Youquan(Shandong Architectural Design & Research Institute Jinan 250021) Qi Lixin(Jinan Municipal Engineering Design & Research Institute Jinan 250002) Tang Hongwei(Shandong University Jinan 250014);THE APPLICATION OF UNBONDED PRESTRESSED TECHNIQUE TO CYLINDRICAL SHELL WITH BIG DIAMETER AND THE ANALYSIS OF TESTS[J];Industrial Construction;2004-02
3 Hu Zhaozi(Northeast Forestry University);EXACT CALCULATION OF SHEAR OF THE THIN PLATE MODEL FOR THE BRIDGE ANALYSIS[J];Journal of Northeast Forestry University;1993-05
4 Ping Daye Ju Jianmin(Dalian Railway Institute Dalian 116028);AN AMENDED ARITHMETIC OF REINFORCED CONCRETE ISOSCELES TRAPEZOID SLAB[J];Industrial Construction;2004-06
5 YANG Yulin TAN Wenfeng GUO Shiying  (Yanshan University)(Shenyang Heavy Machinery Works);STUDY ON BLOW PERFORMANCE OF HIGH ENERGYCLUTCH SCREW PRESS[J];IRON AND STEEL;1998-04
6 ZHAO Changcai SUN Huixue YUAN Rongjuan LIU Zhubai(Yanshan University);STUDY ON ZC TYPE HYDRAULICCYLINDER[J];IRON AND STEEL;1998-04
7 JU Wei1 , CEN Song2,3, LONG Yu-qiu1 (1. Department of Civil Engineering, Tsinghua University, Beijing 100084, China; 2. Failure Mechanics Laboratory, Tsinghua University, Beijing 100084, China; 3. Department of Engineering Mechanics, Tsinghua University, Beijing 100084, China);RECTANGULAR THICK PLATE ANALYSIS BASED ON HAMILTONIAN APPROACH[J];Engineering Mechanics;2008-01
8 LONG Yu-qiu , FU Xiang-rong(Department of Civil Engineering, Tsinghua University, 100084);TWO GENERALIZED CONFORMING QUADRILATERAL THICK PLATE ELEMENTS BASED ON ANALYTICAL TRIAL FUNCTIONS[J];Engineering Mechanics;2002-03
9 Luo Wei Ding Hanshan(College of Civil Engineering,Southeast University Nanjing 210096);SHEAR LAG EFFECT ANALYSIS ON DOUBLE T SECTION OF SIMPLY-SUPPORTED BEAM BRIDGES[J];Industrial Construction;2008-S1
10 LIU Dong1 , JIANG Chao-zhi2 (1. College of Civil Engineering, Chongqing University, Chongqing 400030, China; 2. China Southeast Architectural Design and Research Institute, Chengdu 610081, China);PLASTIC LIMIT ANALYSIS OF CIRCULAR PLATES BASED ON TWIN SHEAR UNIFIED STRENGTH THEORY[J];Engineering Mechanics;2008-08
China Proceedings of conference Full-text Database 4 Hits
1 BAI Xue-fei~1 PEN Wen-min~2 GUO Ri-xiu~1 (1 Department of Naval Architecture & Ocean Engineering,Naval University of Engineering,Wuhan 430033,China; 2 School of Aerospace,Tsinghua University,Beijing 100084,China);Theory and application on engineering of modified constant strength shell[A];[C];2007
2 Guo Yaojie Chen Yanzhou (School of Civil Engineering, Wuhan University, Wuhan, 430072 );The Buckling of The Thin Plate under Various Loads Action[A];[C];2008
3 Wang Xiaowei Yuan Quan Zhang Chengrui (Shandong University);COMPUTER AIDED DESIGN OF BIOPROSTHETIC HEART VALVE[A];[C];2007
4 Wang Zhiyu(Department of Civil Engineering, Sichuan University, Chengdu 610065, China);Analysis and Application of Mechanical Model for Cone Bottom of the Huge RC Silo[A];[C];2006
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