Pakistan Science Abstracts
Article details & metrics
No Detail Found!!
A new Testing Arrangement for Damping of Concrete.
Author(s):
1. AA Malik: NFC, IET, Multan, Pakistan
Abstract:
The energy absorbing characteristics of a vibrating system is termed as damping. The phenomena is very important for structures subjected to earthquake and other dynamic loading conditions where small duration are involved. Damping characteristics of a material play an important role in overall stability of a structure. The higher is the damping value, the shorter will be the time to disappear the vibrations. However, damping requirement at the cost of strength of a given material is not justified in any case. This paper describes that the damping of material can be calculated from the time history curve as well as resonance frequency curve. Both these curves are available in new testing arrangements of Impulse Load Test (I. L.T.) and therefore were utilized for damping evaluation of concrete [i]. In this paper, the author is describing the I. L.T test either on cement concrete or asphalt concrete by considering relevant ASTM specifications. There are certainly different variables taken into account with respect to cement concrete or asphalt concrete. After the experiment, the conclusions are drawn in different ways depending upon either the specimen is of cement concrete or asphalt and by considering their relevant variables.
Page(s): 74-79
DOI: DOI not available
Published: Journal: Technical Journal, Volume: 20, Issue: 3, Year: 2015
Keywords:
Earthquake , Damping of Concrete , Impulse Load Test , Time History Curve , Resonance Frequency Curve
References:
[1] A. A.Malik,,1988,,,,-
[2] Al-Sanad , H.A.A.,,1982,Effect of Random Loading on Shear Modulus and Damping of Sands", dissertation submitted to the Faculty of the Graduate School of The University of Maryland in partial fulfillment of the requirements for the degree of,Doctor of Philosophy,,-
[3] R. J.Krizek,A. G.Franklin,,,e s s A l b u q u e r q u e , N M , A u g . 1 9 6 7 pp,Proceedings of the Symposium on Wave Propagation and Dynamic Properties of Earth Materials,,797-807
[4] R. J.Krizek,A. G.Franklin,AmericanSociety,,1968,"Nonlinear Dynamic Response of Soft Clay",for Testing and Materials,,96-114
[5] B.Davis,D.,,2008,"Finite Element Modeling for Prediction of Low Frequency Floor Vibrations due to Walking." VPI & SU,,,-
[6] C. W. De-Silva,,2007,(,,,-
[7] ,2011,"Personal Communication: Dispatcher, Conrock",,,-
[8] S. H.Kosmatka,B. Kerkhoffand W. C.Panarese,,2008,“Design and Control of C o n c r e t e M i x t u r e s , P o r t l a n d C e m e n t Association”,,,-
[9] V.,,2011,"Effect of Polymer Modification of the Paste-Aggregate Interface on the Mechanical Properties of Concretes.",Cement and Concrete Research,41,459-466
[10] G.Skripkiûnas,A.Grinys,K.Miškinis,,2009,"Damping Properties of Concrete with Rubber Waste Additives.",Materials Science,15,266-272
[11] B. O.Hardin,V. P.Drnevich,,June 1972,"Shear Modulus and Damping in Soils Measurements and Parameter Effects”,J. of Soil Mech. And Found. Div. Proc. ASCE,,603-624
[12] V. M.Malhotra,Ames,,,,,9,74-102
[13] [xiii] M. R. Taha,,1987,"Effects of Loading Type on the Dynamic Properties of Soils”, thesis submitted to the Faculty of the Graduate school of The University of Maryland in partial fulfillment of the requirements for the degree of master of Science,,,-
[14] D. L.Allen,R. C.Deen,,1980,"Modulus and Damping of Asphalt Concrete Using the Resonant Column",No. 4 Dec,3,167-171
[15] S.Jatinder,R. N.Stubstad,,1980,"Evaluation of Pavement in Florida by Using the Falling Weight Deflectometer",,755,42-49
Citations
Citations are not available for this document.
0

Citations

0

Downloads

16

Views