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  1. NTU Theses and Dissertations Repository
  2. 工學院
  3. 土木工程學系
請用此 Handle URI 來引用此文件: http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/30552
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DC 欄位值語言
dc.contributor.advisor廖文正(Wen-Cheng Liao)
dc.contributor.authorQuang-Tan Duongen
dc.contributor.author陽光迅zh_TW
dc.date.accessioned2021-06-13T02:07:56Z-
dc.date.available2011-08-09
dc.date.copyright2011-08-09
dc.date.issued2011
dc.date.submitted2011-08-01
dc.identifier.citation[1] Abaqus Analysis User's Manual, CAE User’s Manual, Example Problems Manual, Version 6.10, Dassault Systèmes, 2010.
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[15] Deb, A., S. K. Bhattacharyya, “Investigation into the effect of bonding on FRP-wrapped cylindrical concrete columns,” Journal of Composites for Constructions, pp. 706-719, 2010.
[16] Fanning, P.J., O. Kelly, “Ultimate response of RC beams strengthened with CFRP plates,” ASCE Journal of Composites for Construction, 5 (2), pp. 122–127, 2001.
[17] Ferretti, D., M. Savoia, “Non-linear model for R/C tensile members strengthened by FRP-plates,” Engineering Fracture Mechanics, 70, pp. 1069-1083, 2003.
[18] Godat, A., K.W. Neale, P. Labossiere, 'Numerical modeling of FRP shear -strengthened reinforced concrete beams,' Journal of Composites for Constructions, pp. 640-649, 2007.
[19] Gorji, M. S., “Analysis of FRP strengthened reinforced concrete beams using energy variation method,” World Applied Sciences Journal, 6(1), pp. 105-111, 2009.
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[21] Herz, E., M. Vormwald, “Finite element simulation of concrete structures inclusing geometry changes due to structural modifications,” in the 7th International Conference on Modern Building Materials, Structures and Techniques, 2001.
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[23] Huang, Z.M., “Inelastic and failure analysis of laminate structures by ABAQUS incorporated with a general constitutive relationship,” Journal of Reinforced Plastics and Composites, 26:1135, 2007.
[24] Ibrahim, A. M., M. S. Mahmood, “Finite element modeling of reinforced concrete beams strengthened with FRP laminates,” European Journal of Scientific Research, Vol. 30, No. 4, pp. 526-541, 2009.
[25] Kachlakev, D., T. Miller, S. Yim, K. Chansawat, T. Potisuk, “Finite modeling of reinforced concrete structures strengthened with FRP laminates”, Research Report, Oregon Department of Transportation, 113pps, 2001.
[26] Koh, C. G., M. Q. Teng, T. H. Wee, “A plastic-damage model for lightweight concrete and normal weight concrete,” International Journal of Concrete Structures and Materials, Vol. 2, No. 2, pp. 123-136, 2008.
[27] Leong, K. S., “Effect of beam size and FRP thickness on interfacial shear stress concentration and failure mode in FRP-strengthened beams,” Master Thesis, Department of Civil Engineering, National University of Singapore, 2003.
[28] Linde, P., J. Pleitner, H. Boer, C. Carmone, “Modeling and simulation of fibre metal laminates,” in ABAQUS Users’ Conference, pp. 421-439, 2004.
[29] Lu, X. Z., Ye, L. P., Teng, J. G., and Jiang, J. J., “Mesoscale finite-element model for FRP sheets/plates bonded to concrete,” Engineering Structure, 27(4), pp. 564–575, 2005a.
[30] Lu, X. Z., Ye, L. P., Teng, J. G., and Jiang, J. J., “Bond–slip models for FRP sheets/plates bonded to concrete,” Engineering Structure, 27(6), pp. 920-937, 2005b.
[31] Nguyen, D.M., T.K. Chan, H.K. Cheong, “Brittle failure and bond development length of CFRP-concrete beams,” Composite Construction, 5(1):12-7, 2001.
[32] Oehlers, D.J., “Development of design rules for retrofitting by adhesive bonding or bolting either FRP or steel plates to RC beams or slabs in bridge and buildings,” Composites, Part A, 32:1345–55, 2001.
[33] Ombres, L., T. Alkhrdaji, and A. Nanni, 'Flexural analysis of one-way concrete slabs reinforced with GFRP rebars,' International Meeting on Composite Materials, Proceedings, Advancing with Composites 2000, Ed. I. Crivelli-Visconti, Milan, Italy, pp. 243-250, 2000.
[34] Ottosen, N., H. Petersson, “Introduction to the finite-element mothod,” 1st edition, Prentice-Hall International, London, 1992.
[35] Pavan, R.C., B.F. Oliveira, G. J. Creus, “FE analysis of reinforced concrete beams strengthened by composite plates,” Latin American ournal of Solids and Structures, No. 2, pp. 253-267, 2005.
[36] Qiao, P.Z., L. Zhang, F.L Chen, Y. Chen, L.Y. Shan, “Fracture Characterization of Carbon Fiber-reinforced Polymer-concrete Bonded Interfaces under Four-point Bending,” Engineering Fracture Mechanics, 78(6), pp. 1247-1263, 2011.
[37] Shahawy, M. A., M. Arockiasamy, T. Beitelman, R. Sowrirajan, “Reinforced concrete rectangular beams strengthened with CFRP laminates,” Composites: Part B, 27B, pp. 225-233, 1996.
[38] Smith, S.T., Teng, J.G., “FRP-strengthened RC beams. I: review of debonding strength models,” Engineering Structures, 24, pp. 385-395, 2002a.
[39] Smith, S.T., Teng, J.G., “FRP-strengthened RC beams. I: assessment of debonding strength models,” Engineering Structures, 24, pp. 397-417, 2002b.
[40] Supaviriyakit, T., P. Pornpongsaroj, “Finite element analysis of FRP-strengthened RC beams”, Songklanakarin Journal of Science and Technology, 26(4), pp. 497-507, 2004.
[41] Teng, M. Q., 'Plastic-damage model of lightweight concrete and normal weight concrete,' PhD Dissertation, Department of Civil Engineering, National University of Singapore, 2010.
[42] Triantafillou, T. C., N. Plevris, “Strengthening of RC beams with epoxy-bonded fibre-composite materials,” Materials and Structures, 25, 201-211, 1992.
[43] Tripi J.M., Bakis C.E., Boothby T.E., Nanni A., “Deformation in concrete with external CFRP sheet reinforcement,” Composite Construction, 4(2):85–94, 2004.
[44] Varastehpour, H., P. Hamelin, “Strengthening of concrete beams using fiber-reinforced plastics,” Materials and Structures, Vol. 30, pp. 160-166, 1997.
[45] Volnyy, V.A., C.P. Pantelides, “Bond length of CFRP composites attached to precast concrete walls,” Composite Construction, 3(4):168–76, 1999.
[46] Wegian, F.M., H.A. Abdalla, “Shear capacity of concrete beams reinforced with fiber reinforced polymers,” Composite Structures, 71, pp. 130-138, 2005.
[47] Yuan, H., Z. Lin, “Theoretical model on interface failure mechanism of reinforced concrete continuous beam strengthened by FRP,” Acta Mechanica Solida Sinica, Vol. 22, No. 2, pp. 161-170, 2009.
[48] Ziraba Y.N., Baluch M.H., Basunbul I.A., Azad A.K., Al-Sulaimani G.J., Sharif A.M., “Combined experimental–numerical approach to characterization of steel–glue–concrete interface,” Material Structures, 28:518–25, 1995.
dc.identifier.urihttp://tdr.lib.ntu.edu.tw/jspui/handle/123456789/30552-
dc.description.abstractIn this study, a finite element model for the simulation of the mechanical behavior of FRP-concrete beams is presented. The computational model includes the combination of two user subroutine UMATs for concrete and FRP material, and surface – based cohesive behavior to represent the interfacial bonding between concrete and FRP. The main investigations analyze FRP-concrete composite beams with three different types of surface – treatment, including non-treatment surface, sand-bonded surface and gravel-bonded surface. The numerical results show a very good agreement in compare with the experimental results.en
dc.description.provenanceMade available in DSpace on 2021-06-13T02:07:56Z (GMT). No. of bitstreams: 1
ntu-100-R98521264-1.pdf: 2891265 bytes, checksum: a260472b82d5016203f2e21f536d7c1f (MD5)
Previous issue date: 2011
en
dc.description.tableofcontentsACKNOWLEDGEMENTS i
ABSTRACT ii
TABLE OF CONTENTS iii
LIST OF FIGURES vi
LIST OF TABLES ix
ABBREVIATIONS x
CHAPTER 1 INTRODUCTION 1
1.1. Background and Motivations 1
1.2. Research Objectives 2
1.3. Thesis Organization 2
CHAPTER 2 LITERATURE REVIEW 5
2.1. Concrete Material 5
2.1.1 Theoretical Review 5
2.1.2 Nonlinear Finite Element Modeling of Concrete 6
2.2. Fibre-Reinforced Plastic 8
2.2.1 Introduction 8
2.2.2 Structural Applications of FRP 9
2.2.3 Finite Element Modeling of FRP 10
2.3. FRP – Concrete Interfacial Behavior Law 12
2.4. Research on FRP-Concrete Composite Beams 14
CHAPTER 3 FINITE ELEMENT MODELING 19
3.1. Introduction 19
3.1.1 ABAQUS Analysis Options 20
3.1.2 ABAQUS Nonlinear Concrete Modeling Options 21
3.1.3 ABAQUS FRP Modeling Options 23
3.2. Plastic-Damage Model for Concrete 24
3.3. FRP Model 27
3.4. Using More Than One User-Defined Material Model 32
3.5. Surface-Based Cohesive Behavior 33
3.6. Modeling Technique 36
3.6.1 Overview 36
3.6.2 The Solution of Nonlinear Problem 37
3.7. Finite Element Modeling of FRP-Concrete Composite Beams 41
3.7.1 Concrete 41
3.7.2 FRP 42
3.7.3 Bond – Slip Behavior 42
3.7.4 Nonlinear Analysis Option 45
CHAPTER 4 RESULTS AND DISCUSSIONS 55
4.1. Introduction 55
4.2. Uniaxial Compressive Tests of Concrete 55
4.3. Uniaxial Tensile Test of FRP 57
4.4. Four-Point Bending Test of Concrete 61
4.5. Four-Point Bending Test of FRP-Concrete Composite Beams 63
CHAPTER 5 CONCLUSIONS AND RECOMENDATIONS 79
5.1. Conclusions 79
5.2. Recommendations 80
REFERENCES 81
APPENDIX 1 – User Subroutine UMAT for Concrete 87
APPENDIX 2 – Input File 107
dc.language.isoen
dc.subjectFRP-混凝土組合梁zh_TW
dc.subject有限元分析zh_TW
dc.subject塑損傷模型zh_TW
dc.subject接口的zh_TW
dc.subjectfinite element analysisen
dc.subjectinterfaceen
dc.subjectplastic-damage modelen
dc.subjectFRP-concrete composite beamen
dc.title以有限元素分析FRP與混凝土複合梁之力學行為zh_TW
dc.titleFinite Element Analysis of Mechanical Behavior of FRP-Concrete Composite Beamsen
dc.typeThesis
dc.date.schoolyear99-2
dc.description.degree碩士
dc.contributor.coadvisor詹穎雯(Yin-Wen Chan),劉楨業(Tony Liu)
dc.contributor.oralexamcommittee#VALUE!
dc.subject.keyword有限元分析,FRP-混凝土組合梁,塑損傷模型,接口的,zh_TW
dc.subject.keywordfinite element analysis,FRP-concrete composite beam,plastic-damage model,interface,en
dc.relation.page113
dc.rights.note有償授權
dc.date.accepted2011-08-02
dc.contributor.author-college工學院zh_TW
dc.contributor.author-dept土木工程學研究所zh_TW
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