scholarly journals PREREQUISITES TO UNCOVERING THE REGULARITIES OF THE FATIGUE RESISTANCE OF ANCHORAGE OF CURTAIN WALL SYSTEMS

Vestnik MGSU ◽  
2016 ◽  
pp. 7-16
Author(s):  
Ramidin Semedovich Alisultanov ◽  
Aleksandr Vladimirovich Oleynikov ◽  
Tat’yana Aleksandrovna Pyatnitskaya ◽  
Artem Aleksandrovich Lushnikov

Curtain wall systems are subjected to the influence of air flow, which is changing in its direction and speed. Such an influence gives rise to variable forces, which leads to fluctuating stresses in the structures of curtain wall systems. In case of fluctuating stresses the structural element is destroyed at lower loads, than in case of constant stresses. This fracture is called the fatigue. The fatigue fractures lead to drastic consequences because of their sudden emergence. The fracture mode of structural materials depends on the number of loading cycles. The authors state the notions of multicycle and low-cycle fatigue of materials. Some types of fatigue curves are offered. The authors hypothesize on the absence of horizontal areas of Wehler curve in case of plastic materials.

2018 ◽  
Vol 774 ◽  
pp. 210-216 ◽  
Author(s):  
Thierry Barriere ◽  
Gang Cheng ◽  
Sami Holopainen

Amorphous solids, such as certain polymers, alloys, and polymer-based composites,are increasingly used materials in engineering components and thus, their fatigue behavioris of utmost importance. The article presents a unified approach suitable for modeling bothisothermal high cycle and low cycle fatigue behavior. The emphasis is placed on the ductilefatigue in which fatigue damage represents the material degeneration during the creation ofmicro-cracks governing majority of the total fatigue life (up to 95%). The model’s capability fortechnologically important polycarbonate (PC) polymer is addressed. The results, in accordancewith experimental observations, favor ductile fatigue behavior, i.e. damage fields remain smallfor most of the fatigue life and do not cause the macroscopic stress reduction. Due to thisproperty, fatigue life of an entire structural element can be evaluated by exploiting singlelocations at which the fatigue damage decisively emerges.


2003 ◽  
Vol 19 (11) ◽  
pp. 1575-1584 ◽  
Author(s):  
J. Y. Huang ◽  
J. R. Hwang ◽  
R. C. Kuo ◽  
C. Y. Chen

1985 ◽  
Vol 21 (2) ◽  
pp. 66-68 ◽  
Author(s):  
A. A. Kholodilo ◽  
L. M. Balyuk ◽  
R. V. Modestova

2011 ◽  
Vol 43 (6) ◽  
pp. 604-614 ◽  
Author(s):  
A. P. Gopkalo ◽  
N. R. Muzyka ◽  
A. V. Rutkovskii ◽  
V. P. Shvets

Sign in / Sign up

Export Citation Format

Share Document