Behaviour of High-strength Concrete Under Biaxial Loading Conditions
Author : Amgad Ahmed Hussein
Publisher :
Page : 0 pages
File Size : 37,49 MB
Release : 1998
Category : Axial loads
ISBN :
Author : Amgad Ahmed Hussein
Publisher :
Page : 0 pages
File Size : 37,49 MB
Release : 1998
Category : Axial loads
ISBN :
Author :
Publisher :
Page : pages
File Size : 33,61 MB
Release : 1998
Category :
ISBN :
Author : David W. Fowler
Publisher :
Page : 11 pages
File Size : 19,28 MB
Release : 1986
Category :
ISBN :
Research at The University of Texas has been conducted to determine the properties and behavior of plain, high-strength concrete subjected to biaxial-cyclic compression. Static and dynamic tests were performed on a total of 95 specimens which consisted of 5-in. square x 1/2-in. thick plates of concrete. Tests were performed in a biaxial test machine developed at The University of Texas. The primary variables studies were the maximum stress level, expressed as a percent of the uniaxial-static compressive strength, and the biaxial stress ration, expressed as the ratio of the vertical to horizontal stress. Other variables included the stress range and the effect of the moisture content in the material.
Author : Robert Louie Chen
Publisher :
Page : 596 pages
File Size : 20,47 MB
Release : 1984
Category : Concrete
ISBN :
Author : Jon Charles Herrin
Publisher :
Page : 164 pages
File Size : 47,38 MB
Release : 1982
Category : Concrete
ISBN :
The main purpose of the research project reported herein was to determine the stress-strain behavior, ultimate strength, and failure mechanism of high-strength concrete subjected to biaxial compression. Model concrete plate specimens, composed of nine aggregate discs embedded in a mortar matrix, were used. Three different strength and elastic properties were used in order to determine the effects of material properties on the behavior of high-strength concrete subjected to biaxial compression. The plate specimens were tested using four biaxial stress ratios: 0 (uniaxial), 02, 0.5, and 1.0. Deformations in both the major and minor principal directions were measured using Direct Current Differential Transducers. Stress-Strain characteristics, discontinuity, ultimate strength and failure modes in biaxial compression as a function of materials properties are discussed.
Author : Y. Malier
Publisher : CRC Press
Page : 570 pages
File Size : 30,67 MB
Release : 2018-05-08
Category : Architecture
ISBN : 1351440896
Provides a thorough review of properties, durability and use of high performance concrete, derived from recent research and experience. This book contains contributions from the leading French, Canadian and Swiss researchers, designers and material specialists, translated into English for the first time.
Author : Marco Di Prisco
Publisher : RILEM Publications
Page : 780 pages
File Size : 45,39 MB
Release : 2004
Category : Fiber-reinforced concrete
ISBN : 9782912143518
Author : fib Fédération internationale du béton
Publisher : fib Fédération internationale du béton
Page : 202 pages
File Size : 32,63 MB
Release : 2013-11-01
Category : Technology & Engineering
ISBN : 2883941106
fib Model Code 2010 represents the state-of-the-art of code-type models for structural behaviour of concrete. It comprises constitutive relations and material models together with the most important explanatory notes. However the underlying normative work, i.e. the fundamental data as well as the considerations and discussions behind the formulas could not be given within the Model Code text. Based on various experiences gained after the publication of Model Code 1990 this lacking background information will lead in the following to numerous questions arising from Model Code users. Consequently the present bulletin claims to conquer this general weakness of codes in a way to guard against any future misunderstandings of the Model Code 2010 related to its chapter 5.1 (Concrete). It discusses the given formulas in connection with experimental data and the most important international literature. The constitutive relations or material models, being included in MC1990 and forming the basis and point of origin of the Task Group’s work, were critically evaluated, if necessary and possible adjusted, or replaced by completely new approaches. Major criteria have been the physical and thermodynamical soundness as well as practical considerations like simplicity and operationality. This state-of-the-art report is intended for practicizing engineers as well as for researchers and represents a comprehensible summary of the relevant knowledge available to the members of the fib Task Group 8.7 at the time of its drafting. Besides the fact that the bulletin is a background document for Chapter 5.1 of MC2010, it will provide an important foundation for the development of future generations of code-type models related to the characteristics and the behaviour of structural concrete. Further it will offer insights into the complexity of the normative work related to concrete modelling, leading to a better understanding and adequate appreciation of MC2010.
Author : Jean-Michel Torrenti
Publisher : John Wiley & Sons
Page : 326 pages
File Size : 21,67 MB
Release : 2013-03-01
Category : Technology & Engineering
ISBN : 1118622308
This title provides a comprehensive overview of all aspects of the mechanical behavior of concrete, including such features as its elastoplasticity, its compressive and tensile strength, its behavior over time (including creep and shrinkage, cracking and fatigue) as well as modeling techniques and its response to various stimuli. As such, it will be required reading for anyone wishing to increase their knowledge in this area.
Author : Mohammed Ebrahim Tasuji
Publisher :
Page : 252 pages
File Size : 42,61 MB
Release : 1976
Category : Concrete
ISBN :