纖維增強復合材料修復銹蝕鋼筋混凝土結構抗震性能（英文版）

定　價：￥298.00

作　者：	Dejian Shen 著
出版社：	科學出版社
叢編項：
標　簽：	暫缺

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ISBN：	9787030775474	出版時間：	2024-01-01	包裝：	平裝-膠訂
開本：	16開	頁數(shù)：		字數(shù)：

內容簡介

　　本專著是基于作者近年來對受腐蝕破壞的鋼筋混凝土結構的抗震性能評價和改造技術的研究成果而撰寫的。首先，考慮應變率、初始靜載的影響，建立了預測BFRP板和混凝土在靜載下的行為以及BFRP板和混凝土之間的粘結行為的模型。其次，提出了提高槽錨固、鋼板、錨栓錨固的混凝土梁構件性能的技術，建立了一個考慮初始裂縫位置、數(shù)量和高度的混凝土梁承載能力預測模型，并揭示了BFRP片改造梁的承載能力、剛度和延性等抗震性能的機理。第三，提出了BFRP腐蝕損傷鋼筋混凝土柱的改造方法，揭示了腐蝕速率和FRP層對改善BFRP板的滯后性能、承載力、延性等抗震性能的影響。第四，研究了腐蝕損傷梁柱接頭的抗震評價，并討論了腐蝕速率和承重力之間的關系；此外，考慮到板、層和改造區(qū)域的影響，探討了采用BFRP板改造的腐蝕損傷接頭的抗震性能，提出了考慮腐蝕速率、BFRP片和地震損傷影響的節(jié)芯抗剪強度預測模型。第五，研究了腐蝕損傷剪力墻的抗震評價，并討論了腐蝕速率和承載力之間的關系；考慮了X型和風機型錨的方法，探討了腐蝕破壞型剪力墻和BFRP型未損壞剪力墻的抗震性能，提出了一種基于拉伸模型的BFRP板改造墻體剪切強度的修正預測模型。最后，提出了一個計算靜態(tài)、動態(tài)和循環(huán)荷載下BFRP鋼筋與混凝土黏滑關系的模型。

作者簡介

暫缺《纖維增強復合材料修復銹蝕鋼筋混凝土結構抗震性能（英文版）》作者簡介

圖書目錄

1 Introduction
1.1 Corrosion and Retrofitting of Structures
1.1.1 Seismic Performance of Corrosion-DamagedStructures
1.1.2 Retrofitting of Structures
1.2 State-of-the-Art of Retrofitting of Structures
1.2.1 Bond Stress-Slip Relationship Between FRP Sheets and Concrete
1.2.2 Behavior of Beams Retrofitted with FRP
1.2.3 Seismic Performance of Columns Retrofitted with FRP
1.2.4 Seismic Performance of Beam-Column Joints Retrofitted with FRP
1.2.5 Seismic Performance of Shear Walls Retrofitted with FRP
1.2.6 Bond Behavior Between FRP Bars and Concrete
1.3 Objectives and Scope
References
2 Bond Stress-Slip Relationship Between BFRP Sheets and Concrete Under Dynamic Loading
2.1 Effective Bond Length of BFRP Sheets Bonded to Concrete Under Dynamic Loading
2.1.1 Experimental Program
2.1.2 Failure Modes
2.1.3 Relationship Between Load and Displacement
2.1.4 Bond Strain and Bond Stress
2.1.5 Dynamic Effective Bond Length
2.2 Bond Stress-Slip Relationship Between BFRP Sheets and Concrete Under Dynamic Loading
2.2.1 Experimental Program
2.2.2 Bond Stress Under Dynamic Loading
2.2.3 Ultimate Load Under Dynamic Loading
2.2.4 Bond-Slip Relationship Under Dynamic Loading
2.3 Dynamic Bond Stress-Slip Relationship Between BFRP Sheets and Concrete Under Initial Static Loading
2.3.1 Experimental Program
2.3.2 Failure Modes
2.3.3 Maximum Dynamic Bond Stress
2.3.4 Dynamic Effective Bond Length
2.3.5 Dynamic Ultimate Load
2.3.6 Dynamic Bond-Slip Relationship
2.4 Summary
References
3 Retrofitting of Reinforced Concrete Beam with BFRP Sheets
3.1 Influence of Initial Cracks on the Frequency of RC Box Beam
3.1.1 Experimental Program
3.1.2 Test Result of Natural Frequency
3.1.3 Theoretical Analysis on Natural Frequency
3.1.4 Comparison on the Analytical Results and Test Data of Natural Frequency
3.1.5 Test Result of Deflection
3.1.6 Comparison on the Analytical Result and Test Data of Deflection
3.2 Behavior of RC Box Beam with Initial Cracks Retrofitted with BFRP Sheets
3.2.1 Experimental Program
3.2.2 Load-Bearing Capacity
3.2.3 Cracking Characteristics
3.2.4 Stiffness of Specimens
3.2.5 Strain Distribution in BFRP Sheets
3.3 Behavior of Reinforced Concrete Box Beam Retrofitted with BFRP Using End Anchorage in Grooving
3.3.1 Experimental Program
3.3.2 Failure Mode and Cracking Characteristics
3.3.3 Ductility of Specimens
3.3.4 Load-Bearing Capacity of Specimens
3.3.5 Stiffness and Natural Frequency
3.3.6 Relationship Between Load and Strain
3.4 Behavior of Reinforced Concrete Box Beam Retrofitted with BFRPs Using Steel Plate Anchorage
3.4.1 Experimental Program
3.4.2 Analysis on Cracking Characteristics
3.4.3 Analysis on Ductility
3.4.4 Analysis on Load-Bearing Capacity
3.4.5 Stiffness and Natural Frequency
3.4.6 Relationship Between Load and Strain
3.5 Summary
References
4 Retrofitting of Corrosion-Damaged Reinforced Concrete Columns with BFRPs
4.1 Seismic Performance of Corrosion-Damaged Columns
4.1.1 Experimental Program
4.1.2 Failure Modes
4.1.3 Hysteretic Capacity
4.1.4 Skeleton Curves
4.1.5 Ductility and Load-Bearing Capacity
4.2 Seismic Performance of Corrosion-Damaged Columns Retrofitted with BFRP Sheets
4.2.1 Specimen Design and Fabrication
4.2.2 Failure Modes
4.2.3 Hysteretic Response
4.2.4 Skeleton Curves
4.2.5 Ductility and Load-Bearing Capacity
4.3 Summary
References
5 Retrofitting of Corrosion-Damaged Reinforced Concrete Beam-Column Joints with BFRP Sheets
5.1 Seismic Performance of Corrosion-Damaged Beam-Column Joints
5.1.1 Experimental Program
5.1.2 Crack Pattern and Failure Modes
5.1.3 Hysteretic Response