Strength of Mining and Building Equipment Materials Subjected To Gigacycle Loading
Author(s): |
Mindaugas Kazimieras Leonavičius
Gediminas Petraitis Marijonas Šukšta Vytas Svalbonas |
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Medium: | journal article |
Language(s): | Latvian |
Published in: | Journal of Civil Engineering and Management, June 2006, n. 2, v. 12 |
Page(s): | 135-141 |
DOI: | 10.3846/13923730.2006.9636385 |
Abstract: |
High‐strength cast iron is used for manufacturing the supporting elements of minerals and cement clinker grinding machines. The dross layer remains inside large dimension castings after manufacturing. It has worse mechanical properties and resistance to fatigue crack formation and propagation. In this paper, the results of an experimental investigation of cyclic bending strength of semi‐natural specimens from cast iron with a dross layer of 10–11 mm thickness are presented. The mechanical properties and structures of the base and dross layers differed considerably. Before testing the methods of defectoscopy were applied to detect technology defects. The stress ratio was r = ‐0,62 and the stress alternating range varied from 70 to 280 MPa. To 1*108cycles, crack growth was insignificant. Further crack propagation was controlled. The 1st specimen was broken after 3*108 and the 2nd one after 2*108 cycles. The dependencies of crack propagation on cycle number and stress intensity factor range were estimated. The dross layer stops crack propagation, when crack front passes from dross to base metal. |
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data sheet - Reference-ID
10363275 - Published on:
12/08/2019 - Last updated on:
12/08/2019