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Paper Details

Paper Title
Comparative analysis of Axial Shortening with Respect to Time in Reinforced Concrete Building
Abstract
Axial shortening of columns due to long term creep and shrinkage is unavoidable in reinforced concrete building. However, calculation of exact value of axial shortening is not an easy task since it depends on a number of parameters such as the type of concrete, dimension of member, volume to surface ratio, reinforcement ratio, and the rate of construction stage. All these parameters may or may not be available to the design engineer at the preliminary design stage of construction. Furthermore, long term Axial shortening of columns could affect the horizontal structural members such as beams and floors and hence could affect the plaster, cladding and partitions. This paper presents a set of guidelines so that the effect could be considered approximately, especially at the preliminary design stage and also during the construction phase. In this study it is assumed, construction stage analysis considers the creep and shrinkage effects of a 35-story building consist of an exterior concrete frame and interior shear walls. The displacements of vertical members are evaluated by CEB FIP MC2010 and ACI209R. Also, Axial shortening compare by both method at different concrete age (Time dependent effect).
Keyword
Axial shortening, Construction stage, Creep, Shrinkage, CEB FIP MC2010 and ACI 209R
Others Details
Paper Id : 37733
Author Name : Vimal H. Jogi
Co-Author Name(s) : Akash Jivani
Volume/Issue No : Volume 07 Issue 06
Page No : 45-51
DOI Number : DOI:10.21090/IJAERD.37733
License : This work is licensed under a Creative Commons Attribution 4.0 International License.
website : http://www.ijaerd.com/index.php
Impact Factor : 5.71, SJIF-2017
ISSN Details : eISSN: 2348-4470, pISSN:2348-6406
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