A New Approach to the Design and Checking of Reinforced Concrete Sections

2009 ◽  
Author(s):  
M.Y. Rafiq ◽  
D.J. Easterbrook
Keyword(s):  
Reinforced Concrete ◽  
New Approach

scholarly journals New Bi-modular Material Approach to Buckling Problem of Reinforced Concrete Columns

2016 ◽  
Vol 6 (1) ◽  
pp. 19 ◽  
Author(s):  
Ahmad Salah Edeen Nassef ◽  
Mohammed A. Dahim
Keyword(s):  
Differential Equation ◽  
Reinforced Concrete ◽  
Differential Equations ◽  
Concrete Columns ◽  
Neutral Axis ◽  
Reinforced Concrete Columns ◽  
New Approach ◽  
Codes Of Practice ◽  
Governing Differential Equation ◽  
Transverse Deflection

<p class="1Body">This paper was investigating the buckling problem of reinforced concrete columns considering the reinforced concrete as bi – modular material. Governing differential equations was driven. The relation between the non-dimensional transverse deflection and non-dimensional distance between centroid axis and the neutral axis "eccentricity" was drawn to enable the solution of the governing differential equation. The new approach was verified with different experimental results and different codes of practice.<strong></strong></p>

New approach to optimization of reinforced concrete beams

2003 ◽  
Vol 81 (18-19) ◽  
pp. 1957-1966 ◽  
Author(s):  
Matěj Lepš ◽  
Michal Šejnoha
Keyword(s):  
Reinforced Concrete ◽  
Concrete Beams ◽  
Reinforced Concrete Beams ◽  
New Approach

A new approach to determine the moment-curvature relationship of circular reinforced concrete columns

2015 ◽  
Vol 15 (3) ◽  
pp. 321-335 ◽  
Author(s):  
Naci Caglar ◽  
Aydin Demir ◽  
Hakan Ozturk ◽  
Abdulhalim Akkaya
Keyword(s):  
Reinforced Concrete ◽  
Concrete Columns ◽  
Reinforced Concrete Columns ◽  
New Approach ◽  
The Moment ◽  
Relationship Of

Analysis on Application Prospect of BIM Technology in Granary Designing

2014 ◽  
Vol 580-583 ◽  
pp. 3196-3203
Author(s):  
Gui Xiang Chen ◽  
Bing Hui Hao ◽  
Yi Qing Zhao
Keyword(s):  
Information Technology ◽  
Reinforced Concrete ◽  
Collaborative Design ◽  
3D Visualization ◽  
Design Stage ◽  
Multidimensional Model ◽  
Virtual Design ◽  
New Approach ◽  
Construction Model ◽  
Implementation Stage

BIM is a kind of multidimensional model information technology based on CAD which has been applied in some large projects at home and abroad. The technology of BIM has the characteristics of 3D visualization, virtual design and collaborative design and so on. In this paper, ideas about applying BIM Technology in granary projects have been put forward from the design stage, project implementation stage and the stage of cost control by taking a big diameter underground silo of reinforced concrete for example, simulating the architecture, structure, process of construction and process of grain flowing of underground silos, then creating the model of architecture, dynamic construction model of 4D. The article provides a new approach of applying BIM technology to granary facilities.

Fibre Reinforced Concrete Class Control via Fib Model Code 2010 Approach

2015 ◽  
Vol 1119 ◽  
pp. 672-676
Author(s):  
Vladimir E. Rusanov
Keyword(s):  
Reinforced Concrete ◽  
Synthetic Fibre ◽  
Wide Spectrum ◽  
Basic Research ◽  
Plain Concrete ◽  
Fibre Reinforced Concrete ◽  
New Approach ◽  
Model Code ◽  
Different Types ◽  
Model Code 2010

Fibre reinforced concrete (FRC) has wide spectrum of advantages in tunnelling. Post-cracking behaviour of FRC wasn’t taken into account by Russian engineers while structural design led to underestimation of material abilities. New approach is based on fib Model Code 2010, which provides residual tensile strength Class of FRC. Research Center “FRC” (http://rcfrc.com/) carried out tests with specimens of different types of FRC, which supported by Russian Foundation for Basic Research. Research involved different specimens – plain concrete and FRC with macro-synthetic fibre of different dosage and types. The results showed the efficiency of each type of fibre. The Class of FRC was defined for each specimen series according to results.

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