Journal
TRIBOLOGY INTERNATIONAL
Volume 104, Issue -, Pages 19-35Publisher
ELSEVIER SCI LTD
DOI: 10.1016/j.triboint.2016.08.020
Keywords
Wear; Shanks; Sintered carbides; Pad welding
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Durability and wear-related geometry change of three constructional solutions of subsoiler shanks were determined in field conditions: a shank with no additional reinforcement (shank A) and elements reinforced by pad welding and with sintered carbide (WC) plates (shanks B and C). The wear phenomena were observed using SEM and EDS analysis. The study demonstrates the influence of design construction of the shanks to its durability. The durability of shank C, was over four times larger than other shanks. Limit state of elements A and B was determined by reduction of their length. In case of shanks B it was considered with the spalling of underwent plates, whereas the spalling of the carbide plates of shank C only took place sporadically. (C) 2016 Elsevier Ltd. All rights reserved.
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