caa a22 4500 467981159 CHVBK 20180323112519.0 cr unu---uuuuu 170328e19900601xx s 000 0 eng 10.1007/BF01100161 doi (NATIONALLICENCE)springer-10.1007/BF01100161 Reasons for failure of erection loops in building panels [Elektronische Daten] [G. Zlenko, F. Mashlenko, Yu. Meshkov, D. Nikonenko] Conclusions: 1. Brittle failure of an erection loop made of steel types VSt3sp and 10GT with a certain level of defect resistance D2 only develops with presence in the zone of plastic deformation from the inner side of the loop of a small defect with a stiffness parameter j with fulfillment of the criterion D2≤log j. 2. Steel VSt3sp is less inclined toward brittle failure under the action of occasional small defects than steel 10GT. Plenum Publishing Corporation, 1990 Zlenko G. aut Mashlenko F. aut Meshkov Yu aut Nikonenko D. aut Metal Science and Heat Treatment Kluwer Academic Publishers-Plenum Publishers 32/6(1990-06-01), 426-430 0026-0673 32:6<426 1990 32 11041 https://doi.org/10.1007/BF01100161 text/html Onlinezugriff via DOI 1 research-article jats NATIONALLICENCE 856 40 https://doi.org/10.1007/BF01100161 text/html Onlinezugriff via DOI NATIONALLICENCE 700 1- Zlenko G. aut NATIONALLICENCE 700 1- Mashlenko F. aut NATIONALLICENCE 700 1- Meshkov Yu aut NATIONALLICENCE 700 1- Nikonenko D. aut NATIONALLICENCE 773 0- Metal Science and Heat Treatment Kluwer Academic Publishers-Plenum Publishers 32/6(1990-06-01), 426-430 0026-0673 32:6<426 1990 32 11041 Metadata rights reserved Springer special CC-BY-NC licence nationallicence BK010053 XK010053 XK010000 NATIONALLICENCE NATIONALLICENCE NL-springer