Download or read book Analytical and Experimental Flexural Behavior of Concrete Beams Reinforced with Glass Fiber Reinforced Polymers Bars written by and published by . This book was released on 2015 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book EFFECT OF COMBINED SHEAR BENDING AND LOW AXIAL LOAD ON BEHAVIOR OF CONCRETE BEAMS REINFORCED WITH GLASS FIBER REINFORCED POLYMER BARS written by Senthil Kumar Velkumar and published by . This book was released on 2021 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt: This research's main objective was to investigate the effect of combined bending and shear behavior of the concrete beams reinforced with glass fiber reinforced polymer (GFRP) bars subjected to low axial load less than 10% beams axial capacity. Analytical and experimental study was performed for nine full-scale reinforced concrete beam specimens of size 330 x 430 x 3100 mm casted using sand coated GFRP bars with different reinforcement ratios of 1.7, 2.5 and 3.3%. The specimens were tested under four-point bending, and low axial compressive loading was applied at beam both ends. The analytical model was developed using PTC MATHCAD Prime to analyze the beams' behavior, verified by the experimental investigation. The analytical study results of the beam interaction diagram from all cases show that moment carrying capacity of the beams typically decreases by adding axial load in the range of 2.0 to 4.0% of the axial capacity of the sections.

Download or read book Building Code Requirements for Structural Concrete ACI 318 05 and Commentary ACI 318R 05 written by ACI Committee 318 and published by American Concrete Institute. This book was released on 2005 with total page 432 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book FRP Reinforcement in RC Structures written by fib Fédération internationale du béton and published by fib Fédération internationale du béton. This book was released on 2007-01-01 with total page 151 pages. Available in PDF, EPUB and Kindle. Book excerpt: fib Bulletin 40 deals mainly with the use of FRP bars as internal reinforcement for concrete structures. The background of the main physical and mechanical properties of FRP reinforcing bars is presented, with special emphasis on durability aspects. For each of the typical ultimate and serviceability limit states, the basic mechanical model is given, followed by different design models according to existing codes or design guidelines. Composite FRP materials are still relatively new in construction and most engineers are unfamiliar with their properties and characteristics. The second chapter of this bulletin therefore aims to provide practising engineers with the necessary background knowledge in this field, and also presents typical products currently available in the international market. The third chapter deals with the issue of durability and identifies the parameters that can lead to deterioration, which is necessary information when addressing design issues. A series of parameters is used to identify the allowable stress in the FRP after exposure for a specified period of time in a specific environment. The bulletin covers the issues of Ultimate Limit States (primarily dealing with flexural design), Serviceability Limit States (dealing with deflections and cracking), Shear and Punching Shear and Bond and Tension Stiffening. It provides not only the state-of-the-art but also in many cases ideas for the next generation of design guidelines. The final chapter deals with the fundamental issue of design philosophy. The use of these new materials as concrete reinforcement has forced researchers to re-think many of the fundamental principles used until now in RC design. The bulletin ends with a discussion of a possible new framework for developing partial safety factors to ensure specific safety levels that will be flexible enough to cope with new materials.

Download or read book A New Configuration of Glass Fiber Reinforced Polymer as Reinforcement for Concrete Flexural Members written by David Edward Rietz and published by . This book was released on 2001 with total page 144 pages. Available in PDF, EPUB and Kindle. Book excerpt: This research investigated the effectiveness of a new configuration of GFRP reinforcing bar as possible reinforcement for tension in reinforced concrete flexural members. Eleven concrete beams reinforced with two types of "web" bars were tested in flexure to failure. Five concrete beams reinforced with materials already being used in the construction industry were tested in flexure to failure. The results from these beam tests were compared with the results from the beams reinforced with the new web bars. Observations were made regarding mode of failure, cracking behavior, and deflection behavior of concrete beams using this new type of GFRP web bar reinforcement. A flexural analysis was performed to compare moment capacities using theoretical methods and ultimate moments from experimental results. A deflection analysis was performed to compare theoretical equations for effective moment of inertia, developed for simply supported FRP reinforced concrete beams, with the ACI model for conventional steel reinforced beams and deflection data from experimental results. Also, shear capacities and development lengths based on ACI 440 provisions were compared to the experimental results.

Download or read book Guide for the Design and Construction of Concrete Reinforced with Fiber Reinforced Polymer Bars written by ACI Committee 440 and published by . This book was released on 2003 with total page 42 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Composites for Construction written by Lawrence C. Bank and published by John Wiley & Sons. This book was released on 2006-07-21 with total page 572 pages. Available in PDF, EPUB and Kindle. Book excerpt: The first textbook on the design of FRP for structural engineering applications Composites for Construction is a one-of-a-kind guide to understanding fiber-reinforced polymers (FRP) and designing and retrofitting structures with FRP. Written and organized like traditional textbooks on steel, concrete, and wood design, it demystifies FRP composites and demonstrates how both new and retrofit construction projects can especially benefit from these materials, such as offshore and waterfront structures, bridges, parking garages, cooling towers, and industrial buildings. The code-based design guidelines featured in this book allow for demonstrated applications to immediately be implemented in the real world. Covered codes and design guidelines include ACI 440, ASCE Structural Plastics Design Manual, EUROCOMP Design Code, AASHTO Specifications, and manufacturer-published design guides. Procedures are provided to the structural designer on how to use this combination of code-like documents to design with FRP profiles. In four convenient sections, Composites for Construction covers: * An introduction to FRP applications, products and properties, and to the methods of obtaining the characteristic properties of FRP materials for use in structural design * The design of concrete structural members reinforced with FRP reinforcing bars * Design of FRP strengthening systems such as strips, sheets, and fabrics for upgrading the strength and ductility of reinforced concrete structural members * The design of trusses and frames made entirely of FRP structural profiles produced by the pultrusion process

Download or read book Analytical Approaches for Reinforced Concrete written by Yufei Wu and published by Woodhead Publishing. This book was released on 2022-04-16 with total page 556 pages. Available in PDF, EPUB and Kindle. Book excerpt: Analytical Approaches for Reinforced Concrete presents mathematically-derived theories and equations for RC design and construction. The book applies deductive reasoning, logic and mathematics to RC. Laying out, deductively, the principles of RC, it encourages researchers to re-imagine and innovate using a solid conceptual framework. Sections consider the reasoning behind key theories, as well as problems that remain unsolved. The title presents key ideas in simple language and illustrates them clearly to help the reader grasp difficult concepts and develop a solid foundation, grounded in mathematics, for further study and research. The book is future-oriented, demonstrating theories that are applicable not only to conventional reinforced concrete members, but also to the envisaged structures of tomorrow. Such developments will increasingly require a deep, deductive understanding of RC. This title is the first of its kind, presenting a fresh analytical approach to reinforced concrete design and construction. - Takes an analytical approach to reinforced concrete using mathematics and deduction - Lays out the reasoning behind key theories and models in reinforced concrete design and construction - Encourages researchers-new and established- to re-imagine and innovate using a solid conceptual framework - Presents difficult concepts that are clearly and analytically presented with accompanying illustrations - Looks forward to the use of reinforced concrete in the complex structures of the future

Download or read book Shear Behavior of Concrete Beams Reinforced Exclusively with Longitudinal Glass Fiber Reinforced Polymer Bars Experimental Research written by and published by . This book was released on 2018 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book ACMSM25 written by Chien Ming Wang and published by Springer Nature. This book was released on 2019-09-03 with total page 1104 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book presents articles from The Australasian Conference on the Mechanics of Structures and Materials (ACMSM25 held in Brisbane, December 2018), celebrating the 50th anniversary of the conference. First held in Sydney in 1967, it is one of the longest running conferences of its kind, taking place every 2–3 years in Australia or New Zealand. Bringing together international experts and leaders to disseminate recent research findings in the fields of structural mechanics, civil engineering and materials, it offers a forum for participants from around the world to review, discuss and present the latest developments in the broad discipline of mechanics and materials in civil engineering.

Download or read book Long term Performance of GFRP Reinforced Concrete Beams and Bars Subjected to Aggressive Environments written by Yeonho Park and published by . This book was released on 2012 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: The use of fiber-reinforced polymer (FRP) bars in reinforced concrete (RC) structures has emerged as an alternative to traditional steel reinforcement environments and other applications where steel has shown greater vulnerability. Although the number of analytical and experimental studies on RC beams with FRP reinforcement has increased in recent decades, its long term performance is still questioned in comparison to the traditional steel reinforcement. That is, longterm performance is a much recognized but less-mentioned topic in the field of the reinforced concrete with glass-FRP (GFRP) re-bars. There is a need to validate long-term performance of FRP reinforced concrete structures, and accelerated testing can provide the data for this validation. In order to predict long-term behavior of reinforced concrete with GFRP bars (RC-GFRP), it is critical to determine the effects that long term exposure to the environment can have in degrading the composite materials. This study presents the results and discussion of an experimental study concerning longterm behaviors of GFRP bars and concrete beams reinforced with GFRP bars after accelerated aging for 300days in an environmental chamber at 115°F(80% relative humidity). The change of strength/stiffness properties of GFRP bars and concrete beams reinforced with GFRP as compared to steel bars were investigated in this study for various conditioning schemes with the application of sustained loads. Two types (Wrapped surface / Sand-coated surface) of GFRP were used. All beams were clamped in pairs using transverse steel rods at the beam end to simulate cracks typical of those produced by in service conditions. Prior to exposure in the chamber, beams were precracked to simulate the level of cracking seen during service loads. Tensile strength retentions of GFRP bars were tested and considered as the indicator of durability performance. Accelerated aging procedure was conservatively calibrated with the natural weathering data to obtain real time weathering based on the Arrhenius method. Analytical analysis was also conducted to investigate the degradation of strength/stiffness. In addition, not only the change of bond strength between GFRP bars and concrete after aging, but also the durability performance concrete beams with GFRP and steel bars were investigated after exposure to specific accelerated aging conditions(115°F, RH=80% and 3% saline solution). A non-destructive acoustic emission technique was conducted to assess long-term performances of GFRP bars embedded in real concrete and concrete beams (reinforced with GFRP and steel bars) subjected to temperature, humidity and exposure to saline solution of aging conditions. Both the experimental testing and signal-processing procedures were reported in detail. Various parameters were extracted from the AE received signals and analyzed. In all cases, results showed not only that the strength and modulus of elasticity of GFRP and steel bars were reduced by the increase of exposure duration to cement-mortar paste at two different temperatures, but also the moment carrying capacities of RC-GFRP beams decreased and the deflections increased as a function of time when exposing in circumstances for accelerated aging. The effects of accelerated aging on the GFRP bars were not critical in terms of bond strength. The AE activity was found sensitive to duration of accelerated aging, type of reinforcement and reinforcement ratio. Acoustic emission technique could provide a useful verification of degradation level of concrete structures reinforced with GFRP and steel rods.

Download or read book Non Metallic FRP Reinforcement for Concrete Structures written by L. Taerwe and published by CRC Press. This book was released on 2004-06-02 with total page 736 pages. Available in PDF, EPUB and Kindle. Book excerpt: Dealing with a wide range of non-metallic materials, this book opens up possibilities of lighter, more durable structures. With contributions from leading international researchers and design engineers, it provides a complete overview of current knowledge on the subject.

Download or read book Proceedings of STCCE 2022 written by Nikolai Vatin and published by Springer Nature. This book was released on 2022-09-29 with total page 471 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book gathers selected contributions in the field of civil and construction engineering, as presented by international researchers and engineers at the 3rd International Scientific Conference on Socio-Technical Construction and Civil Engineering (STCCE), held in Kazan, Russia on April 21-29 2022. The book covers a wide range of topics including building constructions and structures, bridges, roads and tunnels, building materials and products, energy efficiency and thermal protection of buildings, ventilation, air conditioning, gas supply and lighting in buildings, innovative and smart technologies in construction, transport system development. The contributions, which were selected by means of a rigorous international peer-review process, highlight numerous exciting ideas that will spur novel research directions and foster multidisciplinary collaborations.

Download or read book Reinforced Concrete with FRP Bars written by Antonio Nanni and published by CRC Press. This book was released on 2014-03-05 with total page 406 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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

Download or read book Fiber reinforced plastic FRP Reinforcement for Concrete Structures written by Antonio Nanni and published by Elsevier Publishing Company. This book was released on 1993 with total page 468 pages. Available in PDF, EPUB and Kindle. Book excerpt: The use of fiber reinforced plastic (FRP) composites for prestressed and non-prestressed concrete reinforcement has developed into a technology with serious and substantial claims for the advancement of construction materials and methods. Research and development is now occurring worldwide. The 20 papers in this volume make a further contribution in advancing knowledge and acceptance of FRP composites for concrete reinforcement. The articles are divided into three parts. Part I introduces FRP reinforcement for concrete structures and describes general material properties and manufacturing meth.

Download or read book Bond and Flexural Behaviour of Self Consolidating Concrete Beams Reinforced and Prestressed with FRP Bars written by Slamah Krem and published by . This book was released on 2013 with total page 292 pages. Available in PDF, EPUB and Kindle. Book excerpt: Self consolidating concrete (SCC) is widely used in the construction industry. SCC is a high performance concrete with high workability and consistency allowing it to flow under its own weight without vibration and making the construction of heavily congested structural elements and narrow sections easier. Fiber reinforced polymer (FRP) reinforcement, with its excellent mechanical properties and non-corrosive characteristic, is being used as a replacement for conventional steel reinforcement. In spite of the wide spread of SCC applications, bond and flexural behaviour of SCC beams reinforced or prestressed with FRP bars has not been fully studied. Furthermore, the ACI 440.1R-06 equation for determining the development length of FRP bars is based on Glass FRP (GFRP) bars and may not be applicable for Carbon FRP (CFRP) bars. This research program included an experimental and analytical study to investigate the flexural and bond behaviour of SCC beams reinforced with FRP bars and SCC beams prestressed with CFRP bars.

Download or read book Flexural Behavior of Concrete Beam Reinforced with Glass Fiber Reinforced Polymer GFRP Section written by Chin Siang Teoh and published by . This book was released on 2006 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: