Analytical Investigation of Bond-slip Relationship Parameters Between Fiber Reinforced Polymers (FRP) Bars and Concrete PDF Download
Are you looking for read ebook online? Search for your book and save it on your Kindle device, PC, phones or tablets. Download Analytical Investigation of Bond-slip Relationship Parameters Between Fiber Reinforced Polymers (FRP) Bars and Concrete PDF full book. Access full book title Analytical Investigation of Bond-slip Relationship Parameters Between Fiber Reinforced Polymers (FRP) Bars and Concrete by Snehal Kadam. Download full books in PDF and EPUB format.
Author: Snehal Kadam Publisher: ISBN: 9781109788372 Category : Languages : en Pages : 182
Book Description
The objective of this thesis is to quantify the bond & slip behavior of deformed fiber reinforced polymer rods made of carbon (CFRP) & glass (GFRP) with concrete using the data from a set of experiments conducted previously. These experiments involved a modified form of the standard pullout tests with the goal to minimize the confining action due to the surrounding concrete being in compression. This is shown by performing a finite element simulation of the experimental setup. Then a numerical study is performed to compare the experimental results with some of the bond parameter given in ACI 440.3R-04. This is followed by analytical modeling of bond slip law of GFRP which involves rigorous computational analysis and finding the unknown parameters of the adopted m-BEP model so as to predict the applied pullout force and its consequent loaded end slip to compare with the experimental data.
Author: Snehal Kadam Publisher: ISBN: 9781109788372 Category : Languages : en Pages : 182
Book Description
The objective of this thesis is to quantify the bond & slip behavior of deformed fiber reinforced polymer rods made of carbon (CFRP) & glass (GFRP) with concrete using the data from a set of experiments conducted previously. These experiments involved a modified form of the standard pullout tests with the goal to minimize the confining action due to the surrounding concrete being in compression. This is shown by performing a finite element simulation of the experimental setup. Then a numerical study is performed to compare the experimental results with some of the bond parameter given in ACI 440.3R-04. This is followed by analytical modeling of bond slip law of GFRP which involves rigorous computational analysis and finding the unknown parameters of the adopted m-BEP model so as to predict the applied pullout force and its consequent loaded end slip to compare with the experimental data.
Author: Antonio Nanni Publisher: CRC Press ISBN: 0203874293 Category : Technology & Engineering Languages : en Pages : 406
Book Description
Corrosion-resistant, electromagnetic transparent and lightweight fiber-reinforced polymers (FRPs) are accepted as valid alternatives to steel in concrete reinforcement. Reinforced Concrete with FRP Bars: Mechanics and Design, a technical guide based on the authors more than 30 years of collective experience, provides principles, algorithms, and pr
Author: Hota V.S. GangaRao Publisher: CRC Press ISBN: 1420020196 Category : Technology & Engineering Languages : en Pages : 400
Book Description
Although the use of composites has increased in many industrial, commercial, medical, and defense applications, there is a lack of technical literature that examines composites in conjunction with concrete construction. Fulfilling the need for a comprehensive, explicit guide, Reinforced Concrete Design with FRP Composites presents specific informat
Author: Marta Baena Publisher: LAP Lambert Academic Publishing ISBN: 9783659155604 Category : Languages : en Pages : 340
Book Description
The differences in mechanical and bond properties of Fiber Reinforced Polymers (FRP) bars when compared to those of traditional steel reinforcement for reinforced concrete (RC) structures may affect the cracking and deformability behaviour of FRP RC members. This study investigates the bond behaviour between FRP reinforcement and concrete through experimental and numerical analysis. Experimental results on pull-out tests and direct tension tests are presented and discussed. A general procedure, derived from a cracking analysis based on slip and bond stresses, is used to study the deformability of FRP RC elements under tension. The tension stiffening effect is included via experimental nonlinear bond-slip law obtained from a laboratory pull-out test. The comparison between experimental data and numerical predictions of the reinforcement strain profile along the reinforcing bar during a tensile test confirms that the bond-based model adequately reproduces the redistribution of stresses after crack formation. Because the numerical model is flexible enough to include any "user-defined" bond-slip law and variable materials' properties, a parametric study is conducted.
Author: fib Fédération internationale du béton Publisher: fib Fédération internationale du béton ISBN: 9782883940543 Category : Technology & Engineering Languages : en Pages : 178
Book Description
In December 1996, the then CEB established a Task Group with the main objective to elaborate design guidelines for the use of FRP reinforcement in accordance with the design format of the CEB-FIP Model Code and Eurocode2. With the merger of CEB and FIP into fib in 1998, this Task Group became fib TG 9.3 FRP Reinforcement for concrete structures in Commission 9 Reinforcing and Prestressing Materials and Systems. The Task Group consists of about 60 members, representing most European universities, research institutes and industrial companies working in the field of advanced composite reinforcement for concrete structures, as well as corresponding members from Canada, Japan and USA. Meetings are held twice a year and on the research level its work is supported by the EU TMR (European Union Training and Mobility of Researchers) Network "ConFibreCrete”. The work of fib TG 9.3 is performed by five working parties (WP): Material Testing and Characterization (MT&C) Reinforced Concrete (RC) Prestressed Concrete (PC) Externally Bonded Reinforcement (EBR) Marketing and Applications (M&A) This technical report constitutes the work conducted as of to date by the EBR party. This bulletin gives detailed design guidelines on the use of FRP EBR, the practical execution and the quality control, based on the current expertise and state-of-the-art knowledge of the task group members. It is regarded as a progress report since it is not the aim of this report to cover all aspects of RC strengthening with composites. Instead, it focuses on those aspects that form the majority of the design problems. several of the topics presented are subject of ongoing research and development, and the details of some modelling approaches may be subject to future revisions. as knowledge in this field is advancing rapidly, the work of the EBR WP will continue. Inspite of this limit in scope, considerable effort has been made to present a bulletin that is today’s state-of-art in the area of strengthening of concrete structures by means of externally bonded FRP reinforcement.
Author: fib Fédération internationale du béton Publisher: fib Fédération internationale du béton ISBN: 9782883940505 Category : Technology & Engineering Languages : en Pages : 448
Book Description
"In 1993, the CEB Commission 2 Material and Behavior Modelling established the Task Group 2.5 Bond Models. It's terms of reference were ... to write a state-of-art report concerning bond of reinforcement in concrete and later recommend how the knowledge could be applied in practice (Model Code like text proposal)... {This work} covers the first part ... the state-of-art report."--Pref.
Author: Snehal Kadam
Author: Snehal Kadam
Author: Aniket Dilip Borwankar
Author: 
Author: Antonio Nanni
Author: ACI Committee 440
Author: Hota V.S. GangaRao
Author: Marta Baena
Author: fib Fédération internationale du béton
Author: American Concrete Institute
Author: fib Fédération internationale du béton