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Book The Influence of Member Size on the Shear Response of Reinforced Concrete Members

Download or read book The Influence of Member Size on the Shear Response of Reinforced Concrete Members written by Michael P. Collins and published by . This book was released on 1997 with total page 136 pages. Available in PDF, EPUB and Kindle. Book excerpt: This report describes analytical and experimental studies focused on identifying those situations where the size effect in shear is significant in concrete members. When a series of geometrically similar reinforced concrete members fail in shear, the shear stress at failure sometimes substantially decreases as the size of the member increases. The authors conclude that columns which contain only small amounts of shear reinforcement, are subjected to low axial loads, and have ratios of column height to member thickness greater than about 2.5 are particularly sensitive to the size effect in shear. The report demonstrates that analytical methods based on the modified compression field theory are capable of predicting reasonably well the magnitude of the size effect in shear.

Book Size Effect and the Influence of Longitudinal Reinforcement on the Shear Response of Large Reinforced Concrete Members

Download or read book Size Effect and the Influence of Longitudinal Reinforcement on the Shear Response of Large Reinforced Concrete Members written by Shen Cao and published by . This book was released on 2001 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt: To investigate the influence of the longitudinal reinforcement ratio as well as the presence of minimum transverse reinforcement on the shear properties of very large reinforced concrete members, a total of four 2-meter deep spans with varying amount of longitudinal and transverse reinforcement were constructed and tested. Consistency of the Modified Compression Field Theory in predicting shear strength of the tested members is observed throughout this research project. A simplified relationship relating the longitudinal reinforcement ratio with the overall member shear strength is then proposed and compared with the experimental observations. Good correlation between the predictions and test observations is observed.

Book The Influence of Concrete Strength  Distribution of Longitudinal Reinforcement  Amount of Transverse Reinforcement and Member Size on Shear Strength of Reinforced Concrete Members

Download or read book The Influence of Concrete Strength Distribution of Longitudinal Reinforcement Amount of Transverse Reinforcement and Member Size on Shear Strength of Reinforced Concrete Members written by Bogdan Andrzej Podgorniak-Stanik and published by . This book was released on 1998 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book The Influence of Concrete Strength  Distribution of Longitudinal Reinforcement  Amount of Transverse Reinforcement and Member Size on Shear Strength of Reinforced Concrete Members

Download or read book The Influence of Concrete Strength Distribution of Longitudinal Reinforcement Amount of Transverse Reinforcement and Member Size on Shear Strength of Reinforced Concrete Members written by and published by . This book was released on 1998 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Understanding and Safely Predicting the Shear Response of Large scale Reinforced Concrete Structures

Download or read book Understanding and Safely Predicting the Shear Response of Large scale Reinforced Concrete Structures written by Phillip T. Quach and published by . This book was released on 2016 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt: Infrastructure commonly built today incorporates very thick reinforced concrete members that serve as critical elements in the load-carrying system of the structure. Certain design codes specify that members such as mat foundations and transfer slabs in high-rise buildings can be designed without shear reinforcement, allowing for more economical constructability. Omission of shear reinforcement results in structures being susceptible to the well-established size effect, and thus prone to brittle shear failures. The research comprised in this thesis focuses on investigating the applicability of international design codes in predicting the shear strength of very thick concrete members. To this end, a specimen representing a 4 m thick slab strip and a 300 mm thick companion strip were constructed and tested to failure. Results from the experimental program support the recommendation to use at least minimum shear reinforcement in large-scale structures to yield safe designs.

Book The Influence of Concrete Strength and Longitudinal Reinforcement Ratio on the Shear Strength of Large size Reinforced Concrete Beams With  and Without  Transverse Reinforcement

Download or read book The Influence of Concrete Strength and Longitudinal Reinforcement Ratio on the Shear Strength of Large size Reinforced Concrete Beams With and Without Transverse Reinforcement written by Dino Angelakos and published by . This book was released on 1999 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt: Concern about the shear capacity of large, lightly reinforced high-strength concrete beams was the motivation for this investigation. The objectives of this study were to investigate the influence of concrete strength and main longitudinal reinforcement ratio on the shear capacity of large, lightly reinforced concrete members with, and without, transverse reinforcement. In addition, the test results were used to assess the performance of the North American code provisions, ACI 318-95 and CSA A23.3-94 (General Method). The following observations and conclusions resulted from this study: (i) Overall, the General Method yielded much better predictions than the ACI approach. For the 12 tests, the average ratio of the experimental shear failure load to the predicted shear failure load for the ACI Method and the General Method was 0.74 (Coefficient of Variation = 23%) and 0.98 (C.O.V. = 15.3%), respectively. (ii) The five beam specimens constructed with 1% longitudinal reinforcement, without stirrups, and concrete strengths of 20 MPa, 32 MPa, 38 MPa, 65 MPa, and 80 MPa, respectively, had essentially the same ultimate shear capacity. No benefit was realized in the shear capacity, for the higher strength concrete beams. In fact, the beam specimen with the 80 MPa concrete had the lowest shear capacity. (iii) The implementation of high-strength concrete proved to be beneficial only when transverse reinforcement was utilized.

Book Size Effect on Shear Strength of Reinforced Concrete Beams

Download or read book Size Effect on Shear Strength of Reinforced Concrete Beams written by and published by . This book was released on 1999 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book The Influence of Concrete Strength and Longitudinal Reinforcement Ratio on the Shear Strength of Large size Reinforced Concrete Beams With  and Without  Transverse Reinforcement

Download or read book The Influence of Concrete Strength and Longitudinal Reinforcement Ratio on the Shear Strength of Large size Reinforced Concrete Beams With and Without Transverse Reinforcement written by and published by . This book was released on 1999 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Guide for the Design and Construction of Concrete Reinforced with Fiber Reinforced Polymer Bars

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:

Book Concrete tension and size effects

Download or read book Concrete tension and size effects written by FIB – International Federation for Structural Concrete and published by FIB - International Federation for Structural Concrete. This book was released on 1997-04-01 with total page 259 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book On Shear Behavior of Structural Elements Made of Steel Fiber Reinforced Concrete

Download or read book On Shear Behavior of Structural Elements Made of Steel Fiber Reinforced Concrete written by Estefanía Cuenca and published by . This book was released on 2015-01-31 with total page 232 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Shear Reinforcement for Large Lightly Reinforced Concrete Members

Download or read book Shear Reinforcement for Large Lightly Reinforced Concrete Members written by Yoichi Yoshida and published by . This book was released on 2000 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt: To obtain experimental data about the shear capacity of very large concrete members, four tests involving 2m deep beams, which are believed to be the largest beam-type specimens tested in North America, were conducted. The four sections studied contained various amounts of shear reinforcement. The following conclusions were arrived at from this study. (1) The specimen not containing transverse reinforcement failed at a shear which was only 47% of the failure load predicted by the shear provisions of the current ACI Building Code. (2) Providing a small amount of shear reinforcement greatly enhanced the response of the beams in terms of shear capacity and ductility. For the same total amount of stirrups the shear capacity increased as the spacing of transverse reinforcement decreased. (3) The procedures in the CSA code based on The Modified Compression Field Theory yield generally good estimates of failure for all of the specimens.