Download or read book Finite Element Study of Reinforced Concrete Beams with Diagonal Tension Cracks written by D. Ngo and published by . This book was released on 1970 with total page 202 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Reinforced Concrete Deep Beams written by F K Kong and published by CRC Press. This book was released on 1991-05-01 with total page 305 pages. Available in PDF, EPUB and Kindle. Book excerpt: The contents of this book have been chosen with the following main aims: to review the present coverage of the major design codes and the CIRIA guide, and to explain the fundamental behaviour of deep beams; to provide information on design topics which are inadequately covered by the current codes and design manuals; and to give authoritative revie

Download or read book Nonlinear Finite Element Analysis of Composite and Reinforced Concrete Beams written by Xiaoshan Lin and published by Woodhead Publishing. This book was released on 2019-10-18 with total page 258 pages. Available in PDF, EPUB and Kindle. Book excerpt: Nonlinear Finite Element Analysis of Composite and Reinforced Concrete Beams presents advanced methods and techniques for the analysis of composite and FRP reinforced concrete beams. The title introduces detailed numerical modeling methods and the modeling of the structural behavior of composite beams, including critical interfacial bond-slip behavior. It covers a new family of composite beam elements developed by the authors. Other sections cover nonlinear finite element analysis procedures and the numerical modeling techniques used in commercial finite element software that will be of particular interest to engineers and researchers executing numerical simulations. - Gives advanced methods and techniques for the analysis of composite and fiber Reinforced Plastic (FRP) and reinforced concrete beams - Presents new composite beam elements developed by the authors - Introduces numerical techniques for the development of effective finite element models using commercial software - Discusses the critical issues encountered in structural analysis - Maintains a clear focus on advanced numerical modeling

Download or read book Unified Shear Design Theory for Reinforced Concrete Deep Members written by Jesús José Suárez-Rodríguez and published by . This book was released on 1977 with total page 484 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Finite Element Design of Concrete Structures written by Guenter Axel Rombach and published by Thomas Telford. This book was released on 2004 with total page 302 pages. Available in PDF, EPUB and Kindle. Book excerpt: In Finite Element Design of Concrete Structures: practical problems and their solutions the author addresses this blind belief in computer results by offering a useful critique that important details are overlooked due to the flood of information from the output of computer calculations. Indeed, errors in the numerical model may lead in extreme cases to structural failures as the collapse of the so-called Sleipner platform has demonstrated.

Download or read book Finite Element Analysis of Reinforced Concrete Structures II written by Jeremy Isenberg and published by . This book was released on 1993 with total page 734 pages. Available in PDF, EPUB and Kindle. Book excerpt: This collection contains 10 papers discussing finite element analysis of reinforced concrete structures presented at an international workshop held in New York, New York, June 2-5, 1991.

Download or read book Nonlinear Finite Element Analysis of Reinforced Concrete Frames written by Quazi Anwar Hossain and published by . This book was released on 1974 with total page 474 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Plasticity in Reinforced Concrete written by Wai-Fah Chen and published by J. Ross Publishing. This book was released on 2007 with total page 500 pages. Available in PDF, EPUB and Kindle. Book excerpt: J. Ross Publishing Classics are world-renowned texts and monographs written bt preeminent scholars. These books are available to students, researchers, professionals, and libararies.

Download or read book Finite Element Analysis of Reinforced Concrete Structures 2003 written by Laura N. Lowes and published by . This book was released on 2006 with total page 330 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Finite Element Prediction of Reinforced Concrete Behavior written by Subramaniam Balakrishnan and published by . This book was released on 1986 with total page 487 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book A Finite Element Study on the Nonlinear Behavior of Reinforced Concrete Flexural Members Due to Short time Loading written by Chung Hyun Nam and published by . This book was released on 1973 with total page 474 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Diagonal Cracking in Reinforced Concrete Deep Beams written by Marco Rigotti and published by . This book was released on 2002 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Finite Elements in Civil Engineering Applications written by Max.A.N. Hendriks and published by CRC Press. This book was released on 2021-06-23 with total page 560 pages. Available in PDF, EPUB and Kindle. Book excerpt: These proceedings present high-level research in structural engineering, concrete mechanics and quasi-brittle materials, including the prime concern of durability requirements and earthquake resistance of structures.

Download or read book NUREG CR written by U.S. Nuclear Regulatory Commission and published by . This book was released on 1980 with total page 420 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Non Linear Mechanics of Reinforced Concrete written by K. Maekawa and published by CRC Press. This book was released on 2003-09-02 with total page 768 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book describes the application of nonlinear static and dynamic analysis for the design, maintenance and seismic strengthening of reinforced concrete structures. The latest structural and RC constitutive modelling techniques are described in detail, with particular attention given to multi-dimensional cracking and damage assessment, and their p

Download or read book Post Crack and Post Peak Behavior of Reinforced Concrete Members by Nonlinear Finite Element Analysis written by Yi Wu and published by Open Dissertation Press. This book was released on 2017-01-27 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: This dissertation, "Post-crack and Post-peak Behavior of Reinforced Concrete Members by Nonlinear Finite Element Analysis" by Yi, Wu, 吳奕, was obtained from The University of Hong Kong (Pokfulam, Hong Kong) and is being sold pursuant to Creative Commons: Attribution 3.0 Hong Kong License. The content of this dissertation has not been altered in any way. We have altered the formatting in order to facilitate the ease of printing and reading of the dissertation. All rights not granted by the above license are retained by the author. Abstract: Abstract of thesis entitled POST-CRACK AND POST-PEAK BEHAVIOR OF REINFORCED CONCRETE MEMBERS BY NONLINEAR FINITE ELEMENT ANALYSIS Submitted by Wu Yi for the degree of Doctor of Philosophy at the University of Hong Kong in September 2006 This thesis investigates the post-crack and post-peak behavior of reinforced concrete members by using finite element analysis. To achieve this, a finite element code with displacement controlled iterative scheme is developed. The finite element code is able to represent the complete load-deflection curve of reinforced concrete member from the initial loading stage till the post-peak stage. Bond-slip interaction between concrete and longitudinal reinforcement is included. To validate the finite element code, experiments of reinforced concrete members with different longitudinal reinforcement, web reinforcement, concrete strength and axial compression are studied. Case studies show that if the bond-slip is neglected in the finite element analysis, the predicted load-deflection curve and crack pattern will give less accuracy. A study of the mesh size-effect of concrete element shows that the mesh should be fine enough in order to give better prediction. By including the bond element and using proper element size, the results show that the proposed finite element code gives a good description of the behavior of reinforced concrete members, including crack patterns and the load-deflection responses. i By using this finite element code, reinforced concrete beams with different concrete grade, steel ratio are studied to investigate the post-crack behavior of reinforced concrete members. The analysis demonstrates that the predicted load will be under-estimated after the concrete has cracked if the tension-stiffening effect is neglected in the section analysis. Based on the results obtained from the finite element analysis, three new concrete stress distribution blocks are proposed. Compared with the current design codes in which the contribution of cracked concrete in tension is simply neglected or other far more complicated methods proposed for the finite element analysis, the tension-stiffening effect can be taken into account in a simple manner in the proposed models for the section analysis of reinforced concrete beams. Several classic reinforced beams are adopted to validate the proposed models. The results show that the proposed models give a good description of the load-deflection behavior of the reinforced concrete members for cracked concrete. In the investigation of the post-peak behavior of reinforced concrete beams, it is found that beyond the ultimate strength, the strain reversal history of longitudinal reinforcement has significant effects on the load-deflection behavior of the member. The predicted load may be over-estimated for an under-reinforced concrete beam when the strain reversal history of longitudinal reinforcement is neglected. It is therefore suggested that the strain history effect should be included for more accurate prediction of the post-peak load-deflection curves of reinforced concrete members. The variation of curvature along the beam length is also investigated. It is shown that the phenomenon of curvature reversal occurs at the post-peak stage for over- reinforced concrete sections in a simply supported beam that is subjected to concen

Download or read book Finite Element Modelling of Reinforced Concrete Beam Using COSMOS M written by Ahmad Ruslan Mohd. Ridzuan and published by . This book was released on 1994 with total page 233 pages. Available in PDF, EPUB and Kindle. Book excerpt: The linear finite element analysis of a reinforced concrete beam, using cosmos/m, a finite element analysis system is presented. The objective of this study was to find a suitable model to represent the behaviour of a simply supported reinforced concrete beam in flexure.The elements form the cosmos/m element library was utilised to model the beam, they are; (a) the three noded triangular element and (b) 8 node quadrilateral plane stress element, (c) 8 node solid element and (d) the 4 node composite quadrilateral shell element. The main area of investigations include the determination of the midspan displacement as well as the stress and strainvariation in the beam up to failure. Three different material modelling forconcrete was adopted namely : constant E-value throughout, different E-valueand varying E-value for concrete in tension. The performance of the variouseelement were compared and the predicated displacements, stress and strain form the finite element analysis were compared with experimental results of two reinforced concrete beams. Discrete crack was simulated in the finite element model using the 8 node quadrilateral plane stress element and the influence on the predicted results was examined. It can be concluded that from theF.E.A the 8 node quadrilateral plane stress element gave the closest correspondence with the test results and the third material model was found to be most suitable model.