Effect of active liquid media on the structural-stress state of metals subject to fatigue

1977 ◽  
Vol 12 (6) ◽  
pp. 624-626
Author(s):  
V. V. Shevelya ◽  
I. I. Il'inskil
Keyword(s):  
Stress State ◽  
Structural Stress ◽  
Liquid Media ◽  
Active Liquid ◽  
State Of Metals

Investigation of time-to-rupture of polymethyl methacrylate under the combined influence of active liquid media and ?-radiation

1972 ◽  
Vol 5 (3) ◽  
pp. 242-244
Author(s):  
A. N. Tynnyi ◽  
Z. A. Bazilevich ◽  
S. I. Mikitishin ◽  
Ya. I. Lavrentovich ◽  
G. V. Karpenko
Keyword(s):  
Polymethyl Methacrylate ◽  
Liquid Media ◽  
Time To Rupture ◽  
Active Liquid

Effect of active liquid media on time-to-rupture of St. 20 steel with different types of nonmetallic inclusions in low-endurance fatigue

1973 ◽  
Vol 6 (3) ◽  
pp. 273-278
Author(s):  
G. V. Karpenko ◽  
S. A. Zlotnikov ◽  
A. B. Kuslitskii ◽  
V. L. Mizetskii ◽  
G. K. Shil'nikova
Keyword(s):  
Nonmetallic Inclusions ◽  
Liquid Media ◽  
Time To Rupture ◽  
Different Types ◽  
Active Liquid

Methods of investigation dynamometer for investigating mechanical properties of polymers in active liquid media

1976 ◽  
Vol 18 (4) ◽  
pp. 1074-1077 ◽  
Author(s):  
A.L. Volynskii ◽  
V.D. Smirnov ◽  
R.N. Stoches ◽  
V.I. Gerasimov ◽  
A.G. aleskerov ◽  
...  
Keyword(s):  
Mechanical Properties ◽  
Liquid Media ◽  
Active Liquid

Porous structure parameters and deformation mechanism of isotactic polypropylene in active liquid media

1990 ◽  
Vol 32 (3) ◽  
pp. 518-524
Author(s):  
E.A. Shmatok ◽  
O.V. Arshakova ◽  
L.M. Yarysheva ◽  
A.L. Volynskii ◽  
N.F. Bakeev
Keyword(s):  
Porous Structure ◽  
Isotactic Polypropylene ◽  
Deformation Mechanism ◽  
Structure Parameters ◽  
Liquid Media ◽  
Active Liquid

scholarly journals A method for predicting failure load of masonry wall panel based on structural stress state

2020 ◽  
Vol 40 (2) ◽  
pp. 1-9
Author(s):  
Yanxia Huang ◽  
Qunyi Huang ◽  
Liang Cui ◽  
Keyue Zhang ◽  
Ming Zhang
Keyword(s):  
Stress State ◽  
Failure Load ◽  
State Parameter ◽  
Masonry Wall ◽  
Lateral Loading ◽  
Experimental Results ◽  
Structural Stress ◽  
Wall Panel ◽  
Wall Panels ◽  
Failure Loads

This paper proposed a method for predicting failure loads of masonry wall panels subject to uniformly distributed lateral loading based on a concept of structural stress state. Firstly, the characteristics of the structural stress state of masonry wall panels subjected to uniform distributed lateral loading were investigated through experimental results. Then, a new parameter was proposed to characterize the structural stress state. Next, the relation of the failure loads between a specified base wall panels and other wall panel was established using the proposed parameter. In this way, a method (called a ST method) based on a structural stress state parameter to predict the failure load of masonry wall panel from the base wall panel was established. The following case studies validated the ST method by comparing the predicted failure load with the experimental results, as well as those predicted from the existing yield line theory (YLT), the FEA method and the GSED-based cellular automata (CA) method. The ST method provided an innovative way of structural analysis on the basis of structural stress state.

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