Numerical Simulations of the Bond Stress-Slip Effect of Reinforced Concrete on the Pushover Behavior of Beam-Column Joint and Wall

以作者查詢圖書館館藏

、以作者查詢臺灣博碩士

、以作者查詢全國書目

、勘誤回報

、線上人數：53

、訪客IP：3.149.239.72

姓名

蘇達諾(Sudarno Tampubolon) 查詢紙本館藏

畢業系所

土木工程學系

論文名稱

Numerical Simulations of the Bond Stress-Slip Effect of Reinforced Concrete on the Pushover Behavior of Beam-Column Joint and Wall
(Numerical Simulations of the Bond Stress-Slip Effect of Reinforced Concrete on the Pushover Behavior of Beam-Column Joint and Wall)

相關論文

★ 貼片補強構件之層間應力分析	★ 軌道不整檢測及識別方法
★ 混凝土結構分析之三維等效單軸組成材料模型	★ 卵形顆粒法向與切向接觸之等效線性彈簧值之推導與驗證
★ 以四面體離散化多面體系統之接觸分析與模擬	★ 軌道車輛三維動態脫軌係數之在線量測理論
★ 向量式DKMT厚殼元推導與模擬	★ 向量式預力混凝土二維剛架元之數值模擬與驗證
★ 向量式有限元應用於懸索橋非線性動力分析	★ 蛋形顆粒群之流固耦合分析
★ 複合版梁元素分析模型之橋梁動態識別法	★ 三維等效單軸應變與應力之材料組成模型
★ 人行吊橋的現有內力評估及動力分析	★ 薄殼結構非線性運動之向量式有限元分析法
★ 雷射掃描技術於鋼軌磨耗之檢測	★ 動態加載下的等效單軸應變與應力材料組成模型

檔案

[Endnote RIS 格式]

[Bibtex 格式]

[相關文章]

[文章引用]

[完整記錄]

[館藏目錄]

[檢視]

[下載]

本電子論文使用權限為同意立即開放。
已達開放權限電子全文僅授權使用者為學術研究之目的，進行個人非營利性質之檢索、閱讀、列印。
請遵守中華民國著作權法之相關規定，切勿任意重製、散佈、改作、轉貼、播送，以免觸法。

摘要(中)

結構破壞常發生在梁柱接頭，或是梁、柱、牆面上，會對使用舒適度產生不良的影響。了解荷載作用而產生的結構行為非常重要，因為它可以幫助我們預測結構的強度和評估其舒適性。透過實驗或是數值模擬的方式，可以幫助我們達到此目的。本研究以VecTor2預測梁柱接頭、梁、柱與牆體，分別在外荷載作用下的剪力、結構裂縫分布和位移。鋼筋的握裹滑移對結構本身的強度有著很大的影響，本研究內含的四種構件形式均考慮到握裹滑移效應，並與實驗的數據結果比較之，驗證使用VecTor2模擬分析的正確性。

摘要(英)

Structure failure often occurs in the structure beam-column joint, structure beam, structure column, and structure wall. This failure can adversely affect the comfort level of the structure. Knowing the behavior of structure resulting from the load is important, as it can help to predict the strength of the structure and comfort of the structure being worked on. One way to find out and predict the strength and comfort of the structure as a result of the load received is experimental test and simulation. The simulation VecTor2 used to predict the shear force, crack, and displacement of reinforced concrete beam-column joint, reinforced concrete beam, reinforced concrete column, and reinforced concrete wall when applied the load. This simulation considered the effect of bond stress-slip effect of behavior reinforced concrete. Bonds stress-slip gives a great influence on the strength and hysteretic response of the beam-column joint, column, beam, and wall. That is why this study considers the influence of bond stress-slip on strength beam-column joint, beam, column, and wall. All the result of simulation VecTor2 using bond stress-slip effect would be compared with the result of the experimental test to see the accuracy of the simulation test.

關鍵字(中)

★ 鋼筋混凝土梁柱接頭
★ 牆
★ 握裹滑移效應
★ 完美黏結
★ 鋼筋混凝土
★ VecTor2

關鍵字(英)

★ reinforced concrete of beam-column joint
★ wall
★ bond stress-slip effect
★ perfect bond
★ reinforced concrete (RC)
★ VecTor2 simulation

論文目次

TABLE OF CONTENTS
摘要 ............................................................................................................................... i
ABSTRACT .................................................................................................................. ii
ACKNOWLEDGMENT ............................................................................................ iii
TABLE OF CONTENTS ............................................................................................ v
LIST OF TABLE ....................................................................................................... xii
LIST OF FIGURES .................................................................................................. viii
NOTATION ............................................................................................................... xiv
CHAPTER 1 ................................................................................................................. 1
INTRODUCTION ....................................................................................................... 1
1.1 Background .................................................................................................. 1
1.1.2 Overview of VecTor2 .................................................................................. 3
1.2 Literature Review......................................................................................... 3
1.2.1 Material Constitutive Models ...................................................................... 4
1.2.2 Concrete ....................................................................................................... 7
1.2.3 Steel Reinforcement ................................................................................... 11
1.2.4 Analysis of Double Reinforced Section ..................................................... 14
1.2.5 Bond Stress- Slip ....................................................................................... 15
1.3 Research Scope and Limitation ................................................................. 19
1.4 Outline........................................................................................................ 20
CHAPTER 2 ............................................................................................................... 21
REINFORCED CONCRETE BEAM ...................................................................... 21
2.1 Review of Existing Beam .......................................................................... 21
vi
2.2 Material Constitutive for beam .................................................................. 21
2.2.1 Concrete ..................................................................................................... 21
2.2.2 Steel Reinforcement ................................................................................... 23
2.3 Set-up beam experimental and simulation VecTor2 .................................. 25
2.4 Calculation of Bond Stress-Slip Models Beam ......................................... 26
2.5 Simulation beam by the VecTor2 code ...................................................... 27
CHAPTER 3 ............................................................................................................... 31
REINFORCED CONCRETE COLUMN ................................................................ 31
3.1 Review of Existing Column ....................................................................... 31
3.2 Material Constitutive of Column ............................................................... 32
3.2.1 Concrete of Column ................................................................................... 32
3.2.2 Steel Reinforcement Detail of Column ...................................................... 34
3.3 Calculation of Bond Stress-Slip Models of Reinforced Concrete Column 37
3.5 Setup Experiment test and simulation VecTor2 for Column A and B ...... 37
3.6 Analysis Reinforced Concrete Column by the Simulation Vector2 .......... 41
CHAPTER 4 ............................................................................................................... 47
REINFORCED CONCRETE BEAM-COLUMN JOINT ..................................... 47
4.1 Review of Existing Beam-Column Joints Model ...................................... 47
4.2 Beam-Column Joint Behavior .................................................................... 48
4.2.1 Interior Beam-column Joints ..................................................................... 49
4.2.2 Exterior Beam-Column Joints ................................................................... 51
4.3 Stress Strain Relationships for Concrete and Steel .................................... 53
4. 3. 1 Concrete ..................................................................................................... 53
4.3.2 Steel Reinforcement ................................................................................... 57
vii
4.3.3 Reinforced Concrete Element .................................................................... 59
4.4 Strengthening of Reinforced Concrete Beam-Column Joint ..................... 61
4.5 Flexural Failure Modes Strengthened Reinforced Concrete Beam-Column Joints .......................................................................................................... 63
4.6 Modeling Formulation Interior Beam-Column Joint ................................. 65
4.7 Calculation of Bond Stress-Slip Models of Beam-column Joint ............... 70
4.8 Analysis Interior Beam-Column Joint by Simulation VecTor2 ................ 71
4.9 Analysis Exterior Beam-Column Joint by Simulation VecTor2 ............... 81
CHAPTER 5 ............................................................................................................... 94
REINFORCED CONCRETE WALL ...................................................................... 94
5.1 Review of Existing Wall ............................................................................ 94
5.2 Material Constitutive of wall ..................................................................... 94
5.2.1 Concrete ..................................................................................................... 94
5.2.2 Steel Reinforcement ................................................................................... 96
5.3 Calculation of Bond Stress-Slip Models Wall ........................................... 97
5.4 Setup Experimental Test Reinforced Concrete Wall and Simulation VecTor2 ..................................................................................................... 98
5.5 Simulation Wall by the VecTor2 code ..................................................... 101
CHAPTER 6 ............................................................................................................. 111
CONCLUSION AND SUGGESTIONS FOR THE FUTURE RESEARCH ..... 111
6.1 Conclusion ............................................................................................... 111
6.2 Suggestions for The Future Research ...................................................... 112
References .................................................................................................................. 113

參考文獻

Altoontash, A. (2004). Simulation and Damage Models for Performance Assessment of Reinforced Concrete Beam-Column Joints. Ph. D. Thesis, Department of Civil and Environmental Engineering, Stanford University, California, United States. ACI-ASCE Committee 352. (2002). 352R-02: Recommendation for design of beam-column joints in monolithic reinforced concrete structures, American Concrete Institute, Farmington Hills, MI., 37 pp.
ACI, C. (2008). Building code requirements for structural concrete (ACI 318-08) and commentary.
Bali, I. (2008). Story Seismic Capacity of Low –Rise RC Building. Science Journal, Department of Civil Engineering, Faculty of Engineering.
Bali, I., Wu-Wei Kuo, Cindrawaty, L., Budi, S., Keng-Ta Lin & Cheng-Cheng, C. (2006). Structural damage observation and case study of 2006 Yogyakarta earthquake.
Chak, I. and Vecchio, F. J. (2013). User′s Manual of Janus. Online Publication, 211 pp. < http://www.civ.utoronto.ca/vector/user_manuals/manual5.pdf>. Darwin, D., Nilson, A., Dolan, C. (2003). Design of Concrete Structures, Thirteenth Edition, New York.
Eligehausen, R., Sharma, A., and Reddy, G.R. (2010). A New Model to Simulate Joint Shear Behavior of Poorly Detailed Beam-Column Connections in RC Structures Under Seismic Load, Part I: Exterior Joints. Engineering Structures, 2010.12.026.
Eom, T.S., Hwang, H.J., Park, H.G. (2015). Design considerations for interior RC beam–column joint with additional bars. Engineering Structures, 98 (2015) 1–13.
Gan, Y. (2000). Bond Stress and Slip Modeling in Nonlinear Finite Element Analysis of Reinforced Concrete Structures, Master Thesis, Department of Civil Engineering, University of Toronto, 251 pp.
Guner, S. (2008). Performance Assessment of Shear-Critical Reinforced Concrete Plane Frames. Department of Civil Engineering, University of Toronto, 429 pp.
112
Guner, S. and Vecchio, F.J. (2008). User’s Manual of VecTor5. Online Publication, 88 pp. Guner, S. and Vecchio, F. J. (2011). Analysis of Shear-Critical Reinforced Concrete Plane Frame Elements under Cyclic Loading. Journal of Structural Engineering, American Society of Civil Engineers, V.137, No.8, pp. 834-843. Guner, S. and Vecchio, F. J. (2010). Pushover Analysis of Shear-Critical Frames: Verification and Application. American Concrete Institute Structural Journal, V.107, No.1, pp. 72-81. Guner, S. (2015). Simplified Modeling of Frame Elements subjected to Blast Loads. American Concrete Institute Structural Journal, V.113, No.2, pp. 363-372.
Hwang, S. J., and Lee, H.J. (2002). Strength Prediction for Discontinuity Regions by Softened Strut-and-Tie Model. Journal of Structural Engineering, ASCE, 128(12): 1519-1526.
K. C Tsai, Chiang Pi Hsiao, Michel, B. (2000). Overview of Building Damaged in 921 Chi-Chi Eartquake, Volume 2, Number 1, pp 93-108.
Lowes, L.N. and Alttontash, A. (2003). Modeling Reinforced Concrete Beam-Column Joints Subjected to Cyclic Loading. J. Strut. Eng. 129(12), 1686-1697.
Lase, Y. (2007). Rational Selection of Structural Ductility Capacity and Reinforcement Details for Seismic Design of Reinforced Concrete Shear Wall-Frame Structure.
Mitra, N. (2004). An Analytical Study of Reinforced Concrete Beam-Column Joint Behavior Under Seismic Loading. Department of Civil and Environmental Engineering, University of Washington, Washington, United States.
Muhsen, B.A., Umemura, H. (2011). New Model for Estimation of Shear Strength of Reinforced Concrete Interior Beam-Column Joints. Procedia Engineering, 14 (2011) 2151–2159.
Mitra, N. Lowes, L.N. (2007). Evaluation, Calibration, and Verification of a Reinforced Concrete Beam–Column Joint Model. Journal of Structural Engineering c ASCE / January, 2007.
Noguchi, H. and Kashiwazaki, T. (1992). Experimental Studies on Shear Performances of RC Interior Beam-Column Joints. 10th World Conf. on Earthquake Engineering, Madrid, Spain, pp.3163-3168. Park, R., and Paulay, T. (1975). Reinforced Concrete Structures, John Wiley & Sons, New York, 769 pp.
113
Pan, Z. (2016). Modeling of Interior Beam-column Joints for Nonlinear Analysis of Reinforced Concrete Frames. Master Thesis, Department of Civil Engineering, University of Toronto, 177 pp.
Putri, L.F. (2016). Finite Element Analysis of Flexural Strengthening of Reinforced Concrete Beam by FRP. Master Thesis, Department of Civil Engineering, National Central University, Taiwan.
Sadeghian, V. and Vecchio, F.J. (2014). User’s Manual of Cyrus. Online Publication, 44 pp.
Shiohara, H. and Kusuhara, F. (2008). Tests of R/C Beam-Column Joint with Variant Boundary Conditions and Irregular Details on Anchorage of Beam Bars. 14th World Conf. on Earthquake Engineering, Beijing, China.
Sagbas, G. (2007). Nonlinear Finite Element Analysis of Beam-Column Subassemblies. Master Thesis, Department of Civil Engineering, University of Toronto, 182 pp.
Shim, W. and Vecchio, F.J. (2004). Experimental and analytical Reexamination of Classic Concrete Beam Test. J. Struct. Eng. 2004.130:460-469.
Tsao, J.J. (2018). Experimental Study on Failure Mode and Collapse Behavior of Reinforced Concrete Wall. Master Thesis, Department of Civil Engineering, National Taiwan University, Taiwan.
Tavio. (2009). Modified Fixed-Angle Strut-And-Tie Model For High Strength Reinforced Concrete Beams. @ ITS Journal of Civil Engineering.
Vecchio, F.J. and Collins, M.P. (1988). Predicting the Response of Reinforced Concrete Beams Subjected to Shear using the Modified Compression Field Theory. ACI Structural Journal, 85, 258-268.
Vecchio, F.J. (2000). The Disturbed Stress Field Model for Reinforced Concrete: Formulation. ASCE Journal of Structural Engineering, Vol. 126, No. 9, 1070-1077.
Wong, S. and Vecchio, F.J. (2013). User’s Manual of VecTor2. Online Publication, 88 pp.
Yun, G. J., Kim, S. J., Sidarta, D. (2006). The Yogyakarta Earthquake of May 27, 2006. Mid-America Earthquake Center Report No. 07-02.
Zhang, P., Hou, S., Ou, J. (2016). A Beam-Column Joint Element for Analysis of Reinforced Concrete Frame. Journal Engineering Structure, 118 (2016) 125-136.

指導教授

王仲宇(Chung-Yue Wang)

審核日期

2018-7-19

推文