scholarly journals A Practical Method for Calculation of the Membrane Efforts of Elliptic Reinforced Concrete Shells

2013 ◽  
Vol 57 ◽  
pp. 1198-1204
Author(s):  
Romualdas Vadlūga ◽  
Romualdas Kliukas
2017 ◽  
Vol 116 ◽  
pp. 02017 ◽  
Author(s):  
Oleg Kalmykov ◽  
Ludmila Gaponova ◽  
Petro Reznik ◽  
Sergey Grebenchuk

Author(s):  
Gomasa Ramesh ◽  

Damage may be assessed using several damage indices with values associated with different structural damage states. The usefulness of a variety of current response-based damage indices in seismic damage assessment is addressed and critically assessed. A novel rational damage assessment method is provided, which measures the structure’s physical reaction characteristics. A practical method based on various analyses is given to evaluate the damaged structures in earthquakes of different intensities. This paper provides an overview of previous research works on the damage assessment of the reinforced concrete structures. This study may be helpful for easy understanding about the damage assessment of reinforced concrete structures and reduce the impacts of disaster and surrounding structures.


Structures ◽  
2018 ◽  
Vol 15 ◽  
pp. 56-65 ◽  
Author(s):  
Will Hawkins ◽  
John Orr ◽  
Tim Ibell ◽  
Paul Shepherd

2013 ◽  
Vol 639-640 ◽  
pp. 334-340
Author(s):  
Wen Ling Tian ◽  
Li Min Zhang

Textile reinforced concrete (TRC) allows the light weight structures and offers a high effectiveness of the reinforcement by using continuous yarns. The study on the bond behavior between textile and concrete matrix is significant for the development of computational methods that analyze the textile reinforced concrete. The paper analyzes the bonding constitutive model of TRC and the bonding mechanism that the stress is transferred from fine concrete to textile, pointing out quadruple linear model can accurately reflect the bond behavior between fiber and concrete, illustrates the main influences on bond between the fine grained matrix and fabrics based on the pull-out test, the result reveals that with initial bond length increasing, the maximum pull force increases, and increasing concrete strength and improving workability of concrete matrix, epoxy resin impregnating and sand covering of textile as well as prestressing textile can increase the bond strength between textile and concrete. Finally the paper proposes that epoxy resin impregnating and 0.15 ~ 0.30mm sand covering of textile can be used as a practical method of improving bond properties in the engineering.


1978 ◽  
Vol 14 (1) ◽  
pp. 50-54
Author(s):  
V. Ya. Pavilainen ◽  
V. A. Rumyantsev ◽  
L. A. Korobov ◽  
I. M. Speranskii

Sign in / Sign up

Export Citation Format

Share Document