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The Fatigue Strength Of Externally Reinforced Concrete Beams
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Book Synopsis The Fatigue Strength of Externally Reinforced Concrete Beams by : G. C. Mays
Download or read book The Fatigue Strength of Externally Reinforced Concrete Beams written by G. C. Mays and published by . This book was released on 1985 with total page 39 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Fatigue Life of Prestressed Concrete Beams by : Reinforce
Download or read book Fatigue Life of Prestressed Concrete Beams written by Reinforce and published by ASCE Publications. This book was released on 1980 with total page 100 pages. Available in PDF, EPUB and Kindle. Book excerpt: Prepared by the Reinforced Concrete Research Council of ASCE. This report reprints a collection of studies advancing the knowledge of the effects of fatigue loading on the structural behavior of prestressed concrete flexural members. Each study represents one phase of an extensive research program conducted at Lehigh University and sponsored by the Pennsylvania Department of Transportation, the Federal Highway Administration, and the Reinforced Concrete Research Council. The four areas of study are: the effect of stress gradient on the probable fatigue life of plain concrete, as related to the compression block of prestressed concrete flexural members; the probable fatigue life of seven-wire prestressing strand under repeated loading of either constant or varied magnitude; the probable fatigue life of prestressed concrete flexural members, as limited by the fatigue failure of the prestressing strand; and the susceptibility of prestressed concrete flexural members to fatigue failure in shear. This report provides guidance to structural engineers faced with the design or analysis of prestressed concrete flexural members and to research engineers who are seeking to extend the knowledge of structural behavior as affected by repeated loading.
Book Synopsis Bond Fatigue Strength of Reinforced Concrete Beams by : Robert M. Barnoff
Download or read book Bond Fatigue Strength of Reinforced Concrete Beams written by Robert M. Barnoff and published by . This book was released on 1966 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Monotonic and Fatigue Performance of RC Beams Strengthened with Externally Post-Tensioned CFRP Tendons by : Ahmed El Refai
Download or read book Monotonic and Fatigue Performance of RC Beams Strengthened with Externally Post-Tensioned CFRP Tendons written by Ahmed El Refai and published by . This book was released on 2007 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Fatigue of Reinforced Concrete by : G. P. Mallett
Download or read book Fatigue of Reinforced Concrete written by G. P. Mallett and published by Stationery Office Books (TSO). This book was released on 1991 with total page 180 pages. Available in PDF, EPUB and Kindle. Book excerpt: Over the past 20 years, the Transport and Road Research Laboratory has carried out a co-ordinated programme of fatigue testing, including work on the fatigue performance of reinforced and pre-stressed concrete beams. The research has led to a better understanding of the fatigue behaviour of plain concrete, the various types of reinforcing bars in air and concrete, continuous welded, lapped and coupled bars, and the effects of corrosion. The work of TRRL and many other organizations is reviewed and a summary of current design rules with recommendations for assessing the fatigue life of new structures in service is given.
Book Synopsis Fatigue Damage Modeling of Cfrp Strengthened Reinforced Concrete Beams by : Asad-Ur-Rehman Khan
Download or read book Fatigue Damage Modeling of Cfrp Strengthened Reinforced Concrete Beams written by Asad-Ur-Rehman Khan and published by LAP Lambert Academic Publishing. This book was released on 2010-08 with total page 212 pages. Available in PDF, EPUB and Kindle. Book excerpt: Improvement in the short-term behavior of deficient reinforced concrete (RC) beams is very well known through extensive testing of reinforced concrete beams strengthened by externally bonded carbon fiber reinforced polymer (CFRP) strips. However, long-term performance of such beams needs to be assessed before the method can gain full acceptance. Modeling of the overall system of CFRP strengthened RC beams requires modeling of the individual components that ultimately leads to failure i.e., concrete, CFRP and concrete-CFRP interface. Component elasto-damage constitutive models are developed for concrete crushing, CFRP plate rupture and concrete-CFRP interface failure, calibrated by data from both suitably designed experiments and from experiments reported in literature, and are utilized to investigate the low cycle fatigue behavior of reinforced concrete beams strengthened by CFRP strips. The predictive ability of the models is tested by comparison to data from two different beam strengthening schemes i.e., with end anchorage and without end anchorage.
Book Synopsis Strengthening Design of Reinforced Concrete with FRP by : Hayder A. Rasheed
Download or read book Strengthening Design of Reinforced Concrete with FRP written by Hayder A. Rasheed and published by CRC Press. This book was released on 2014-12-16 with total page 246 pages. Available in PDF, EPUB and Kindle. Book excerpt: Strengthening Design of Reinforced Concrete with FRP establishes the art and science of strengthening design of reinforced concrete with fiber-reinforced polymer (FRP) beyond the abstract nature of the design guidelines from Canada (ISIS Canada 2001), Europe (FIB Task Group 9.3 2001), and the United States (ACI 440.2R-08). Evolved from thorough cla
Book Synopsis Strengthening of R/C Structures Under High Cycle Fatigue Loadings by : Konstantinos B. Katakalos
Download or read book Strengthening of R/C Structures Under High Cycle Fatigue Loadings written by Konstantinos B. Katakalos and published by LAP Lambert Academic Publishing. This book was released on 2012-02 with total page 160 pages. Available in PDF, EPUB and Kindle. Book excerpt: Typical strengthening systems for reinforced concrete structures are based on the use of organic matrices and carbon or glass fibers. In this book a new type of strengthening system is investigated and proposed. The system consists of high strength steel fiber tapes impregnated by a fireproof inorganic matrix. This retrofit system was used successfully to strengthen reinforced concrete beams.The results indicate that the failure of the strengthened beams was driven by yielding of the steel reinforcement in the tension face of the beams, followed by a local slippage of the steel cords from the inorganic matrix. In conclusion, the strengthening system can provide a great alternative to commercially available systems. The developed system was also investigated for the evaluation of its durability by testing R/C beams under high cycle fatigue loading bending conditions. The results show that the fatigue life of reinforced concrete beams can be significantly extended through the use of the externally bonded system. Although the fiber strengthening system increases the fatigue life of beams, the failure mechanism remains the same in both strengthened and non-strengthened beams.
Book Synopsis Fatigue Strength of Concrete Beams Reinforced with Steel Fibers by : Edward A. Landers
Download or read book Fatigue Strength of Concrete Beams Reinforced with Steel Fibers written by Edward A. Landers and published by . This book was released on 1967 with total page 254 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Static and Fatigue Strength in Shear of Beams with Tensile Reinforcement by : Tien Chang
Download or read book Static and Fatigue Strength in Shear of Beams with Tensile Reinforcement written by Tien Chang and published by . This book was released on 1956 with total page 118 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis High Strength Reinforcement in Reinforced Concrete Beams: Crack widths, deflections, fatigue strength by : S D. Lash
Download or read book High Strength Reinforcement in Reinforced Concrete Beams: Crack widths, deflections, fatigue strength written by S D. Lash and published by . This book was released on 1965 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Strengthening of Reinforced Concrete Structures by : L C Hollaway
Download or read book Strengthening of Reinforced Concrete Structures written by L C Hollaway and published by Elsevier. This book was released on 1999-03-05 with total page 340 pages. Available in PDF, EPUB and Kindle. Book excerpt: The in situ rehabilitation or upgrading of reinforced concrete members using bonded steel plates is an effective, convenient and economic method of improving structural performance. However, disadvantages inherent in the use of steel have stimulated research into the possibility of using fibre reinforced polymer (FRP) materials in its place, providing a non-corrosive, more versatile strengthening system. This book presents a detailed study of the flexural strengthening of reinforced and prestressed concrete members using fibre reinforces polymer composite plates. It is based to a large extent on material developed or provided by the consortium which studied the technology of plate bonding to upgrade structural units using carbon fibre / polymer composite materials. The research and trial tests were undertaken as part of the ROBUST project, one of several ventures in the UK Government's DTI-LINK Structural Composites Programme. The book has been designed for practising structural and civil engineers seeking to understand the principles and design technology of plate bonding, and for final year undergraduate and postgraduate engineers studying the principles of highway and bridge engineering and structural engineering. Detailed study of the flexural strengthening of reinforced and prestressed concrete members using fibre reinforced polymer composites Contains in-depth case histories
Book Synopsis Fatigue Behavior of Welded Reinforcement in Reinforced Concrete Beams by : M. R. Barone
Download or read book Fatigue Behavior of Welded Reinforcement in Reinforced Concrete Beams written by M. R. Barone and published by . This book was released on 1974 with total page 182 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis High Strength Reinforcement in Reinforced Concrete Beams by : S. D. Lash
Download or read book High Strength Reinforcement in Reinforced Concrete Beams written by S. D. Lash and published by . This book was released on 1965 with total page 160 pages. Available in PDF, EPUB and Kindle. Book excerpt: "It is concluded high strength reinforcing bars have substantially greater fatigue strength than intermediate grade bars. A formula for allowable working stresses is proposed based on yield stress and the ratio of dead load moment to live load moment"--p. [ii].
Book Synopsis Static and Fatigue Performance of Reinforced Concrete Beams Retrofitted with External CFRP Composites by : Yongtao Dong
Download or read book Static and Fatigue Performance of Reinforced Concrete Beams Retrofitted with External CFRP Composites written by Yongtao Dong and published by . This book was released on 2003 with total page 143 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Design of FRP Systems for Strengthening Concrete Girders in Shear by : Abdeldjelil Belarbi
Download or read book Design of FRP Systems for Strengthening Concrete Girders in Shear written by Abdeldjelil Belarbi and published by Transportation Research Board. This book was released on 2011 with total page 130 pages. Available in PDF, EPUB and Kindle. Book excerpt: TRB's National Cooperative Highway Research Program (NCHRP) Report 678: Design of FRP Systems for Strengthening Concrete Girders in Shear offers suggested design guidelines for concrete girders strengthened in shear using externally bonded Fiber-Reinforced Polymer (FRP) systems. The guidelines address the strengthening schemes and application of the FRP systems and their contribution to shear capacity of reinforced and prestressed concrete girders. The guidelines are supplemented by design examples to illustrate their use for concrete beams strengthened with different FRP systems. Appendix A of NCHRP Report 678, which contains the research agency's final report, provides further elaboration on the work performed in this project. Appendix A: Research Description and Findings, is only available online.
Book Synopsis The Effect of Fatigue on Understrength Shear-critical Reinforced Concrete Beams Reinforced with External CFRP Stirrups by : Andrew M. Budek
Download or read book The Effect of Fatigue on Understrength Shear-critical Reinforced Concrete Beams Reinforced with External CFRP Stirrups written by Andrew M. Budek and published by . This book was released on 2007 with total page 20 pages. Available in PDF, EPUB and Kindle. Book excerpt: "This is a technical report detailing the testing of six understrength reinforced concrete beams subjected to fatigue loading. Three beams were tests as-built, and three were reinforced with external carbon fiber stirrups. Tests to failure of as-built/retrofitted beam pairs were conducted statically, and after 100,000 and 1,000,000 cycles respectively. The beams subjected to fatigue loading were first loaded quasi-statically to first cracking. The load amplitude for fatigue was set to give a peak load at 75% of that for first cracking. The as-built beams failed through rupture of the internal steel shear reinforcement. The CFRP beams failed through rupture of the concrete under the CFRP-concrete interface. The load distribution mechanism in the fatigue loaded CFRP-reinfored beams was different from the statically loaded example in that the strains in the CFRP were substantially higher through the post-fatigue loading regime. This suggests that the crack surfaces were 'worked', or polished by fatigue loading, degrading the concrete shear-resisting mechanism. The CFRP-reinforced beams also displayed different crack patterns from the unreinforced examples, in that a small number of wide shear cracks formed, inclined at 45 [degrees]. Cracking in the as-built specimens was more widely spread, and the cracks were narrower. The force-displacement response of the CFRP-reinforced beams was found to be bilinear in all cases, as was the response of the as-built beam subjected to 1,000,000 cycles. The as-built beams subjected to no cyclic loading, and 100,000 cycles, had a linear force-displacement response. An equation is presented which predicts ultimate shear strength of the CFRP-reinforced beams within an LRFD framework."--Abstract (p. [1]).