scholarly journals PECULIARITIES OF THE CORROSIVE STATE OF THE IRON COLUMN IRON PILLAR IN DELHI, INDIA

2014 ◽  
Vol 14 (06) ◽  
pp. 31-38
Author(s):  
Bazartay Alimbayevich Alimbayev ◽  
◽  
Bauyrzhan Zharkynbekovich Manapbayev ◽  
Zhannura Zharkabekovna Manapbayeva ◽  
◽  
...  
Keyword(s):  
1898 ◽  
Vol 30 (1) ◽  
pp. 143-145 ◽  
Author(s):  
V. A. Smith
Keyword(s):  

In the article on “The Iron Pillar of Delhi” I noticed that another iron pillar exists at Dhār in Central India, but observed that no detailed description of that pillar was known to me.I now find that a description of this very remarkable monument has been printed—I can hardly say published—in a report by the indefatigable Dr. Führer.


2009 ◽  
Vol 62 (1) ◽  
pp. 25-33 ◽  
Author(s):  
U. Kamachi Mudali ◽  
Baldev Raj
Keyword(s):  

JOM ◽  
1998 ◽  
Vol 50 (3) ◽  
pp. 40-47 ◽  
Author(s):  
R. Balasubramaniam
Keyword(s):  

2003 ◽  
Vol 45 (11) ◽  
pp. 2451-2465 ◽  
Author(s):  
R Balasubramaniam ◽  
A.V Ramesh Kumar

2011 ◽  
Vol 1369 ◽  
Author(s):  
Con J. Healy ◽  
Graeme J. Ackland

ABSTRACTIt is now possible to create perfect crystal nanowires of many metals. The deformation of such objects requires a good understanding of the processes involved in plasticity at the nanoscale. Isotropic compression of such nanometre scale micropillars is a good model system to understand the plasticity. Here we investigate these phenomena using Molecular Dynamics (MD) simulations of nanometre scale single crystal BCC iron pillars in compression.We find that pillars with large length to width ratio may buckle under high strain rates. The type of buckling behaviour depends sensitively on the boundary conditions used: periodic boundary conditions allow for rotation at top and bottom of the pillar, and result in an S shaped buckle, by contrast fixed boundaries enforce a C shape. Pillars with a length to width ratio closer to that used in experimental micropillar compression studies show deformation behaviour dominated by slip, in agreement with the experiments. For micropillars oriented along <100>, slip occurs on <110> planes and localized slip bands are formed. Pillars of this size experience higher stresses than bulk materials before yielding takes place. One might expect that this may be in part due to the lack of nucleation sites needed to induce slip. However, further simulations with possible dislocation sources: a shorter iron pillar containing a spherical grain boundary, and a similar pillar containing jagged edges did not show a decreased yield strength.


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