Two-layer fibered concrete beams can be analyzed using conventional methods for composite elements. The compressed zone of such beam section is made of high strength concrete (HSC), and the tensile one of normal strength concrete (NSC). The problems related to such type of beams are revealed and stu
β¦ LIBER β¦
Concrete Maturity Method Using Variable Temperature Curing for Normal and High-Strength Concrete. I: Experimental Study
β Scribed by Kim, Taewan; Rens, Kevin L.
- Book ID
- 120484081
- Publisher
- American Society of Civil Engineers
- Year
- 2008
- Tongue
- English
- Weight
- 161 KB
- Volume
- 20
- Category
- Article
- ISSN
- 0899-1561
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Over the last decades, a great number of experimental campaigns on the behavior of high-and normal-strength reinforced concrete beams without shear reinforcement failing in shear have been published, and some excellent rational models to explain the physical phenomena have been developed. However, t