Influence of shear forces between layers on the carrying capacity of cylindrical shells made of composite materials

1992 ◽  
Vol 14 (3) ◽  
pp. 181-191
Author(s):  
S.A. Shulga ◽  
Daniel E. Sudol ◽  
Fumio Nishino
2020 ◽  
Vol 2020 (21) ◽  
pp. 146-153
Author(s):  
Anatolii Dekhtyar ◽  
◽  
Oleksandr Babkov ◽  

Structures ◽  
2021 ◽  
Vol 31 ◽  
pp. 590-601
Author(s):  
Hamed Rahman Shokrgozar ◽  
Vahid Akrami ◽  
Tayebeh Jafari Ma'af ◽  
Naseraldin Shahbazi

1995 ◽  
Vol 31 (12) ◽  
pp. 978-984 ◽  
Author(s):  
I. Yu. Babich ◽  
A. V. Borisenko ◽  
N. P. Semenyuk

2014 ◽  
Vol 13 (3) ◽  
pp. 143-150
Author(s):  
Paulina Paśko ◽  
Bartosz Piątek ◽  
Tomasz Siwowski

The CFRP composite materials due to their excellent mechanical properties are more often used in civil engineering. In recent more than ten years has been observed e.g. much wider application of CFRP strips in structural strengthening. The research on this subject clearly showed the advantages of prestressed strips application in contrast to passive one. The CFRP utilization is much more effective in terms of strength and economy. However, the system effectiveness depends on reliability of anchoring used for prestressed strips. The main goal of the research presented in the paper was to develop a new, innovative, effective and reliable anchoring system for CFRP strips. The achievement of quite high carrying capacity of new anchorages was able thanks to combining friction, bonding and rivet clamping in one CFRP-steel joint. The research results revealed the effectiveness of new anchoring system with carrying capacity level of about 70% of the CFRP ultimate tensile strength.


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