Existing experimental studies showed that the reinforced concrete (RC) beams strengthened with prestressed carbon fiber-reinforced polymer (CFRP) plates had three possible flexural failure modes (including the compression failure, tension failure and debonding failure) according to the CFRP reinforc
โฆ LIBER โฆ
Weight optimization for flexural reinforced concrete beams with static nonlinear response
โ Scribed by T. T. Chung; T. C. Sun
- Book ID
- 105296395
- Publisher
- Springer-Verlag
- Year
- 1994
- Tongue
- English
- Weight
- 649 KB
- Volume
- 8
- Category
- Article
- ISSN
- 1615-1488
No coin nor oath required. For personal study only.
๐ SIMILAR VOLUMES
Flexural response predictions of reinfor
Flexural response predictions of reinforced concrete beams strengthened with prestressed CFRP plates
โ
Weichen Xue; Yuan Tan; Lei Zeng
๐
Article
๐
2010
๐
Elsevier Science
๐
English
โ 730 KB
Behavior of full-scale reinforced concre
โ
D. Kachlakev; D.D. McCurry
๐
Article
๐
2000
๐
Elsevier Science
๐
English
โ 364 KB
Four full-scale reinforced concrete beams were replicated from an existing bridge. The original beams were substantially deยฎcient in shear strength, particularly for projected increase of trafยฎc loads. Of the four replicate beams, one served as a control and the remaining three were implemented with
A simple element for static and dynamic
A simple element for static and dynamic response of beams with material and geometric nonlinearities
โ
T. Y. Yang; Sunil Saigal
๐
Article
๐
1984
๐
John Wiley and Sons
๐
English
โ 948 KB