Shear strengthening of T-beam with GFRP : a systematic approach /: a systematic approach. (2018)
- Record Type:
- Book
- Title:
- Shear strengthening of T-beam with GFRP : a systematic approach /: a systematic approach. (2018)
- Main Title:
- Shear strengthening of T-beam with GFRP : a systematic approach
- Further Information:
- Note: Kishor Chandra Panda, Sudhirkumar V. Barai, Sriman Kumar Bhattacharyya.
- Authors:
- Panda, Kishor Chandra
Barai, Sudhirkumar V
Bhattacharyya, Sriman Kumar - Contents:
- Intro; Foreword; Preface; Acknowledgement; Contents; About the Authors; 1 Introduction; 1.1 General; 1.2 Background; 1.3 Reasons for Strengthening with FRP; 1.4 Motivation for Shear Strengthening; 1.5 Shear Strengthening Configurations Using FRP; 1.6 Summary; 2 Shear Strengthening-A State-of-the-Art Review; 2.1 Application of FRP-Present Status; 2.2 Experimental Studies on RC Rectangular Beams, Strengthened in Shear with FRP; 2.3 Experimental Studies on RC T-beams, Strengthened in Shear with FRP; 2.4 Experimental Studies of Shear Effect on RC Beam-Column Joints, Strengthened with FRP. 2.5 Theoretical Studies on RC Beams, Strengthened in Shear with FRP2.6 Numerical Studies on RC Beams, Strengthened in Shear with FRP; 2.7 Critical Observations on Existing Literature; 2.8 Summary; References; 3 Technique for Shear Strengthening-An Experimental Approach; 3.1 General; 3.2 Classification; 3.2.1 Control Specimens; 3.2.2 RC T-beams Strengthened for Shear with Externally U-Jacketed GFRP Sheets; 3.2.3 RC T-beams Strengthened for Shear with Externally Side-Bonded GFRP Sheets; 3.2.4 RC T-beams Strengthened for Shear with Externally Bonded GFRP Strips in Shear Zone. 3.2.5 RC T-beams Strengthened for Shear with Externally Bonded GFRP Sheet in Shear Zone3.3 Design of RC T-beams and Specimen Details; 3.4 Strengthening of Test Specimens; 3.4.1 Control RC T-beams; 3.4.2 Strengthening Schemes of RC T-beams with Externally U-Jacketed GFRP Sheets; 3.4.3 Strengthening Schemes of RC T-beams withIntro; Foreword; Preface; Acknowledgement; Contents; About the Authors; 1 Introduction; 1.1 General; 1.2 Background; 1.3 Reasons for Strengthening with FRP; 1.4 Motivation for Shear Strengthening; 1.5 Shear Strengthening Configurations Using FRP; 1.6 Summary; 2 Shear Strengthening-A State-of-the-Art Review; 2.1 Application of FRP-Present Status; 2.2 Experimental Studies on RC Rectangular Beams, Strengthened in Shear with FRP; 2.3 Experimental Studies on RC T-beams, Strengthened in Shear with FRP; 2.4 Experimental Studies of Shear Effect on RC Beam-Column Joints, Strengthened with FRP. 2.5 Theoretical Studies on RC Beams, Strengthened in Shear with FRP2.6 Numerical Studies on RC Beams, Strengthened in Shear with FRP; 2.7 Critical Observations on Existing Literature; 2.8 Summary; References; 3 Technique for Shear Strengthening-An Experimental Approach; 3.1 General; 3.2 Classification; 3.2.1 Control Specimens; 3.2.2 RC T-beams Strengthened for Shear with Externally U-Jacketed GFRP Sheets; 3.2.3 RC T-beams Strengthened for Shear with Externally Side-Bonded GFRP Sheets; 3.2.4 RC T-beams Strengthened for Shear with Externally Bonded GFRP Strips in Shear Zone. 3.2.5 RC T-beams Strengthened for Shear with Externally Bonded GFRP Sheet in Shear Zone3.3 Design of RC T-beams and Specimen Details; 3.4 Strengthening of Test Specimens; 3.4.1 Control RC T-beams; 3.4.2 Strengthening Schemes of RC T-beams with Externally U-Jacketed GFRP Sheets; 3.4.3 Strengthening Schemes of RC T-beams with Externally Side-Bonded GFRP Sheets; 3.4.4 Strengthening Schemes of RC T-beams with Externally Bonded GFRP Strips in Shear Zone; 3.4.5 Strengthening Schemes of RC T-beams with Externally Bonded GFRP Sheet in Shear Zone; 3.5 Materials Used and Their Properties. 3.6 Test Setup and Instrumentation3.6.1 Dial Gauge Positions; 3.6.2 Internal Strain Gauge Positions; 3.6.3 External Strain Gauge Positions; 3.7 Summary; References; 4 Major Findings from Experiments on Shear Strengthening of Beams; 4.1 General; 4.2 Control Beams; 4.2.1 Deflection Measurements; 4.2.2 Strain Measurements; 4.2.3 Cracking Pattern and Modes of Failure of Control Beams; 4.2.4 Shear Resistance of Control Beam; 4.3 RC T-beams Strengthened in Shear with Externally U-Jacketed GFRP Sheets; 4.3.1 Shear Strength Contribution by U-Wrapped GFRP. 4.3.2 Deflection of T-beams with U-Wrapped GFRP4.3.3 Modes of Failure of T-beams with U-Wrapped GFRP; 4.3.4 Strain in U-Wrapped GFRP Sheet; 4.3.5 Transverse Steel Strain in T-beams with U-Wrapped GFRP; 4.3.6 Longitudinal Steel Strain in T-beams with U-Wrapped GFRP; 4.3.7 Interaction Between Transverse Steel Reinforcement and GFRP Layers; 4.4 RC T-beams Strengthened in Shear with Externally Side-Bonded GFRP Sheets; 4.4.1 Shear Strength Contribution by Side-Bonded GFRP; 4.4.2 Deflection of T-beams with Side-Bonded GFRP; 4.4.3 Modes of Failure of T-beams with Side-Bonded GFRP. … (more)
- Publisher Details:
- Singapore : Springer
- Publication Date:
- 2018
- Extent:
- 1 online resource (xxii, 189 pages), illustrations (some color)
- Subjects:
- 624.1/83423
Concrete beams -- Testing
Glass-reinforced plastics
Shear (Mechanics)
TECHNOLOGY & ENGINEERING -- Civil -- General
Concrete beams -- Testing
Glass-reinforced plastics
Shear (Mechanics)
Electronic books
Electronic book - Languages:
- English
- ISBNs:
- 9789811077609
9811077606 - Related ISBNs:
- 9789811077593
9811077592 - Notes:
- Note: Includes bibliographical references and index.
Note: Online resource; title from PDF title page (SpringerLink, viewed May 1, 2018). - Access Rights:
- Legal Deposit; Only available on premises controlled by the deposit library and to one user at any one time; The Legal Deposit Libraries (Non-Print Works) Regulations (UK).
- Access Usage:
- Restricted: Printing from this resource is governed by The Legal Deposit Libraries (Non-Print Works) Regulations (UK) and UK copyright law currently in force.
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library HMNTS - ELD.DS.406678
- Ingest File:
- 02_477.xml