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... 3:57 of weakness 3:428 plane-strain modulus 8:44 plane strain (PE) 7:211; 8:45 couple ... piled foundations geotechnical failure 1:10, 227 mechanisms 1:230 loading, ... design modifications 4:494 failure 4:492 hardness 4:492 stress calculations ... alloys 6:168 and corrosion-fatigue testing 6:198 and fatigue crack growth .... PE Europe GmbH, Leinfelden-Echterdingen Reiner Krug. Deutscher ... 148 brick arch floor —> 163 bronze —> 76, 77, 79, 83 building envelope 9» 10. 38. 52.. Lausanne, 1985 CEB 168 (1985): See: Regan, P.E. and Braestrup, M. W. (1985) CEB-FIP MC 90 (1993): Design of concrete structures. ... 10, Oct., 811-824 Cornelissen, H.A.W.; Hordijk, D.A.; Reinhardt, H.W. (1986): Experimental Determination of Crack Softening Characteristics of Normalweight and Lightweight Concrete.. Patran (finite element code) pdfs see probability density functions (pdfs) PE see ... 490 pipes 490 reconstruction 492 roller arms design modifications 494 failure 492 ... 469 polycrystalline materials crystallites 4, 8 fatigue crack propagation 168 ... 8 dislocation structures 10 fatigue hardening 8 fatigue softening 8 short crack .... 287 Reyes - Morel PE , Cheng JS , and Chen IW ( 1988 ) , Transformation plasticity of ceria ... 289 Marshall DB ( 1992 ) , Design of high - toughness laminar zirconia ... Transformation zone shape , size and crack - growth - resistance ( R - curve ) ... of two - phase pseudoelastic composite , Acta Mech Sinica 10 ( 2 ) 162-168 . db3a3b59a1
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