簡易檢索 / 詳目顯示

回結果列表
研究生： 林惠鴻
Andre Halim
論文名稱： 腹板開大尺寸圓形孔H型鋼梁之耐震性能評估
Assessment of Seismic Performance of H-Beam with Large Circular Web Opening
指導教授： 陳正誠
Cheng-Cheng Chen
郭程輝
Erwin
口試委員: 陳正誠
Cheng-Cheng Chen
郭程輝
Erwin
蕭博謙
Po-Chien Hsiao
陳煥煒
Huan-Wei Chen
學位類別： 碩士
Master
系所名稱： 工程學院 - 營建工程系
Department of Civil and Construction Engineering
論文出版年： 2022
畢業學年度： 110
語文別： 英文
論文頁數： 173
外文關鍵詞： Material Model, Circular Web Opening, Unreinforced Web Opening, Reinforced Web Opening
相關次數： 點閱：156  下載：5 
分享至:
查詢本校圖書館目錄 查詢臺灣博碩士論文知識加值系統 勘誤回報

    • Due to the lack of design guidelines and specifications for utilizing a beam with a web opening subjected to earthquake loading, the engineers tend to design the web reinforcement in a more conservative manner, leading to higher fabrication costs. Knowing that under seismic loading conditions, some part of the beam at the middle span is subjected to minor loading, thus making it possible to introduce a web opening without any reinforcement. In this study, finite element analysis is utilized to investigate the performance of the beam with one unreinforced large circular web opening subjected to seismic type loading. A reliable material model is proposed to be used in the analysis. As the result of the analytical study, a design guideline to determine where a large circular web opening is permitted to be introduced without any reinforcement is proposed. In addition, for a stricter acceptance criterion, the study of a beam with one large circular web opening reinforced with reinforcement plate around the opening is conducted. The analysis result shows that only a small dimension of the reinforcement plate is needed to maintain the beam performance under seismic load.

    Acknowledgment i Abstract ii Table of Contents iii List of Tables vii List of Figures ix List of Notations xv Chapter 1 INTRODUCTION 1 1.1 Research Background 1 1.2 Motivation of Research 3 1.3 Scope and Objectives 4 1.4 Outline 5 Chapter 2 LITERATURE REVIEW 9 2.1 Material Model 9 2.1.1 Local Stress-Strain on the Necking Section of the Tensile Coupon 9 2.1.2 Material Models for Cyclically Loaded FEA Structure 10 2.1.3 Bauschinger Effect Inclusion on the Material Model 11 2.2 Beam with Large Web Opening 12 2.2.1 Beam with Web Opening Under Monotonic Loading 13 2.2.2 Comparison of Beam With Web Opening Guidelines and AISC Specifications 13 Chapter 3 MATERIAL MODEL FOR SN490 STEEL 23 3.1 Introduction 23 3.2 Methodology 23 3.3 Material Model for Monotonic Loading 24 3.3.1 Experimental Program 24 3.3.2 Behavior of the Specimens 25 3.3.3 Analytical Study 27 3.3.4 Finite Element Analysis (FEA) Model 27 3.3.5 Boundary Conditions and Geometric Imperfection 28 3.3.6 Discretization of the FE Model 28 3.3.7 Material Properties of the Monotonic Loaded Specimens 29 3.3.8 FE Analysis of the Experimental Results 31 3.3.9 Behavior of Specimens Based on FEA Analysis 32 3.3.10 Statistical Study 37 3.4 Material Model for Cyclic Loading 37 3.4.1 FEA of Tested Specimens Using Combined Hardening Material 38 3.4.2 FEA of the Cyclically Loaded Specimens from Another Research 39 3.4.3 General-use Material Model for Future Analysis 41 Chapter 4 BEAM WITH UNREINFORCED OPENING 75 4.1 Introduction 75 4.2 Finite Element Model 76 4.2.1 Boundary Conditions and Interactions 77 4.2.2 Meshing the FE Model 78 4.2.3 Loading and Steps of the FE Model 79 4.2.4 Geometrical Imperfection 80 4.2.5 Material Properties 82 4.3 Acceptance Criteria 83 4.4 Parametric Study 84 4.4.1 The Effect of the Length of the Beam 84 4.4.2 The Effect of the Position of the Opening Along the Beam 85 4.4.3 The Effect of Gravity Loading 86 4.4.4 The Effect of d/bf 87 4.4.5 The Effect of Ωf 87 4.4.6 The Effect of Ωw 88 4.4.7 The Depth Effect (Scale Effect) 88 4.5 Proposed Design Guidelines 89 4.6 Verification Analysis 91 Chapter 5 BEAM WITH REINFORCED OPENING 123 5.1 Introduction 123 5.2 Finite Element Model 123 5.3 Acceptance Criteria 124 5.4 Analytical Study 125 5.5 Analysis Result 126 Chapter 6 CONCLUSIONS & RECOMMENDATIONS 133 6.1 Conclusions 133 6.2 Recommendations for Future Research 135 REFERENCES 137 APPENDIX A The developed method's design example 143 APPENDIX B Determination of the deformed diameter of the opening (Do’) 149

    [1] Arcelormittal, “Steel buildings in Europe: Design guides for multi-storey steel buildings - Part 2: Concept Design,” 2012.
    [2] R. G. Redwood and J. O. McCutcheon, “Beam Tests with Unreinforced Web Openings,” Journal of the Structural Division, vol. 94, no. 1, pp. 1–17, Jan. 1968, doi: 10.1061/JSDEAG.0001843.
    [3] D. Darwin, “Steel Design Guide Series 2: Steel and Composite Beams with Web Openings,” 1990.
    [4] R.M. Lawson and S.J. Hicks, “Design of Composite Beams with Large web openings,” 2011.
    [5] American Society of Civil Engineers (ASCE), ASCE 23-97 : Specifications for Structural Steel Beams with Web Openings. American Society of Civil Engineers, 1999. doi: 10.1061/9780784403006.
    [6] R. D. Cook, D. S. Malkus, M. E. Plesha, and R. J. Witt, Concepts and Applications of Finite Element Analysis, 4th Edition, 4th ed. Wiley, 2001.
    [7] S. Ehlers and P. Varsta, “Strain and stress relation for non-linear finite element simulations,” Thin-Walled Structures, vol. 47, no. 11, pp. 1203–1217, Nov. 2009, doi: 10.1016/J.TWS.2009.04.005.
    [8] V. Budaházy and L. Dunai, “Parameter-refreshed Chaboche model for mild steel cyclic plasticity behaviour,” Periodica Polytechnica Civil Engineering, vol. 57, no. 2, pp. 139–155–139–155, Nov. 2013, doi: 10.3311/PPCI.7170.
    [9] L.-J. Jia and H. Kuwamura, “Prediction of Cyclic Behaviors of Mild Steel at Large Plastic Strain Using Coupon Test Results,” Journal of Structural Engineering, vol. 140, no. 2, p. 04013056, Apr. 2013, doi: 10.1061/(ASCE)ST.1943-541X.0000848.
    [10] L. J. Jia and H. Kuwamura, “Ductile fracture model for structural steel under cyclic large strain loading,” J Constr Steel Res, vol. 106, pp. 110–121, 2015, doi: 10.1016/J.JCSR.2014.12.002.
    [11] Dassault Systemes, Abaqus 6.13 Abaqus/CAE User’s Guide. 2013.
    [12] Livermore Software Technology (LST), “LS-DYNA ® Keyword User’s Manual Volume II: Material Models,” California, Sep. 2021. Accessed: Jun. 13, 2022. [Online]. Available: https://www.dynasupport.com/manuals/ls-dyna-manuals
    [13] C. I. Zub, A. Stratan, and D. Dubina, “Modelling the cyclic response of structural steel for FEM analyses,” ITM Web of Conferences, vol. 29, p. 02011, Oct. 2019, doi: 10.1051/itmconf/20192902011.
    [14] D. Court-Patience and M. Garnich, “FEA Strategy for Realistic Simulation of Buckling-Restrained Braces,” Journal of Structural Engineering, vol. 147, no. 11, p. 04021186, Aug. 2021, doi: 10.1061/(ASCE)ST.1943-541X.0003033.
    [15] American Institute of Steel Construction (AISC), ANSI/AISC 360-16 : Specification for Structural Steel Buildings. 2016. Accessed: Jul. 11, 2022. [Online]. Available: https://www.aisc.org/globalassets/aisc/publications/standards/a360-16-spec-and-commentary_march-2021_linked.pdf
    [16] R. G. Redwood and M. Uenoya, “Critical Loads for Webs with Holes,” Journal of the Structural Division, vol. 105, no. 10, pp. 2053–2067, Oct. 1979, doi: 10.1061/JSDEAG.0005254.
    [17] M. Uenoya and R. G. Redwood, “Buckling of webs with openings,” Comput Struct, vol. 9, no. 2, pp. 191–199, Aug. 1978, doi: 10.1016/0045-7949(78)90138-4.
    [18] American Institute of Steel Construction (AISC), ANSI/AISC 341-16 : Seismic Provisions for Structural Steel Buildings. 2016. [Online]. Available: www.aisc.org
    [19] C. C. Chen et al., 鋼結構極限設計法設計手冊 (TISC-020-2019). 台北市: 中華民國鋼結構協會 / Taiwan Institute of Steel Construction (TISC), 2019.
    [20] R. C. Donahey and D. Darwin, “Performance and Design of Composite Beams with Web Openings,” Kansas, Apr. 1986.
    [21] D. Darwin and R. C. Donahey, “LRFD for Composite Beams with Unreinforced Web Openings,” Journal of Structural Engineering, vol. 114, no. 3, pp. 535–552, Mar. 1988, doi: 10.1061/(ASCE)0733-9445(1988)114:3(535).
    [22] R. G. Redwood and S. C. Shrivastava, “Design Recommendations For Steel Beams with Web Holes,” Canadian journal of civil engineering, vol. 7, no. 4, pp. 642–650, 1980, doi: 10.1139/L80-077.
    [23] S. L. Cato, “Web Buckling Failure of Built-Up Girders with Rectangular Holes,” Oregon State University, Corvallis, 1964.
    [24] American Society for Testing and Materials (ASTM), ASTM 370-21 : Standard Test Methods and Definitions for Mechanical Testing of Steel Products. 2021. doi: 10.1520/A0370-21.
    [25] A. S. Shedbale, I. v. Singh, B. K. Mishra, and K. Sharma, “Ductile failure modeling and simulations using coupled FE–EFG approach,” Int J Fract, vol. 203, no. 1–2, pp. 183–209, Jan. 2017, doi: 10.1007/s10704-016-0137-3.
    [26] S. kyo Lee et al., “Fracture simulation of cold roll forming process for aluminum 7075-T6 automotive bumper beam using GISSMO damage model,” in Procedia Manufacturing, 2018, vol. 15, pp. 751–758. doi: 10.1016/j.promfg.2018.07.314.
    [27] C. García-Garino, F. Gabaldón, and J. M. Goicolea, “Finite element simulation of the simple tension test in metals,” Finite Elements in Analysis and Design, vol. 42, no. 13, pp. 1187–1197, Sep. 2006, doi: 10.1016/j.finel.2006.05.004.
    [28] G. Mirone, “A new model for the elastoplastic characterization and the stress-strain determination on the necking section of a tensile specimen,” Int J Solids Struct, vol. 41, no. 13, pp. 3545–3564, Jun. 2004, doi: 10.1016/j.ijsolstr.2004.02.011.
    [29] E. E. Cabezas and D. J. Celentano, “Experimental and numerical analysis of the tensile test using sheet specimens,” Finite Elements in Analysis and Design, vol. 40, no. 5–6, pp. 555–575, Mar. 2004, doi: 10.1016/S0168-874X(03)00096-9.
    [30] H. Levanger, “Simulating Ductile Fracture in Steel using the Finite Element Method: Comparison of Two Models For Describing Local Instability due to Ductile Fracture,” Master Thesis, University of Oslo, Oslo, 2012.
    [31] C. J. Salim, “Design Method of H-Shaped Steel Beam with Side Plates for Seismic Application (耐震用含側封板H 鋼梁之設計方法),” Master Thesis, National Taiwan University of Science and Technology, Taipei, 2018.
    [32] S. Prawira, “The Lateral Bracing Requirement of H-Shaped Steel Beam Considering the Effect of Floor Slab (考慮樓版效應下H 型鋼梁側向支撐之需求) ,” Master Thesis, National Taiwan University of Science and Technology, Taipei, 2020.
    [33] J. H. Yeoh, “Experimental Behavior of H-Shaped Steel Beam with Buckling Restraining System under Cyclic Loading,” Master Thesis, National Taiwan University of Science and Technology, Taipei, 2016.
    [34] H. H. Wu, “Experimental Behavior of Circular Circular Concrete Filled Tube-Arc Shear Connector and Wood Buckling-Restrained Braced (弧形剪力連接物於圓形CFT及木側撐BRB之試驗行為),” Master Thesis, National Taiwan University of Science and Technology, Taipei, 2021.
    [35] S. H. Hsu, “Experimental Behavior of Shear Fuse Type and Restrained Type Brace Members (剪消型及束制型斜撐桿件之試驗行為),” Master Thesis, National Taiwan University of Science and Technology, Taipei, 2022.
    [36] J. L. Chaboche, “Time-Dependent Constitutive Theories for Cyclic Plasticity,” Int J Plast, vol. 2, no. 2, pp. 1–19, 1986.
    [37] American Society of Civil Engineers (ASCE), ASCE 7-22 : Minimum Design Loads and Associated Criteria for Buildings and Other Structures. American Society of Civil Engineers, 2022. doi: 10.1061/9780784415788.
    [38] S. Quayyum and T. Hassan, “Initial Residual Stresses in Hot-Rolled Wide-Flange Shapes: A Computational Technique and Influence on Structural Performances,” Journal of Structural Engineering, vol. 143, no. 5, p. 04017013, Jan. 2017, doi: 10.1061/(ASCE)ST.1943-541X.0001739.
    [39] N. Boissonnade and H. Somja, “Influence of Imperfections in FEM Modeling of Lateral Torsional Buckling,” 2012. [Online]. Available: https://www.researchgate.net/publication/263657511
    [40] Y. S. Wijaya, “Development of Design Methodology for Buckling Self-Restrained Girder (BSRG),” Master Thesis, National Taiwan University of Science and Technology, Taipei, 2022.
    [41] American Society for Testing and Materials (ASTM), ASTM A6/A6M-14 : Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling. 2014, pp. 1–63. doi: 10.1520/A0006_A0006M-14.
    [42] American Institute of Steel Construction (AISC), ANSI/AISC 358-16: Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications, including Supplement No. 1. 2016.
    [43] Bourke Paul, “Calculating The Area and Centroid of a Polygon,” 1998. [Online]. Available: http://local.wasp.uwa.edu.au/~pbourke/geometry/polyarea/

    QR CODE