Results 301 to 310 of about 3,595,190 (332)

Residual flexure capacity of corroded reinforced concrete beams

Engineering Structures, 2007
Abstract This work presents results from an experimental investigation which correlated flexure capacity loss with steel cross-section loss due to generalized corrosion of the embedded steel in a humid environment. Concrete beams (100×150×1500 mm) cast with chlorides were used in this investigation.
Andrés A. Torres-Acosta, Sergio Navarro-Gutierrez, Jorge Terán-Guillén   +2 more
openaire   +1 more source

Design approach for flexural capacity of concrete T-beams with bonded prestressed and nonprestressed FRP reinforcements

Composite structures, 2018
Concrete beams with prestressed and nonprestressed fiber-reinforced polymer (FRP) reinforcements are commonly employed in field applications. However, available flexural strength design approaches mainly focus on rectangular concrete beams exclusively ...
Fei Peng, Weichen Xue
semanticscholar   +1 more source

Analysis on Flexural Bearing Capacity and Ductility of NHC Pile

Applied Mechanics and Materials, 2013
The flexural behavior of non-holomorphic circular pile and cylindrical pile is respectively evaluated based on the results of finite element analysis with ABAQUS. It is presented that the ultimate bearing capacities of non-holomorphic circular pile and cylindrical pile have little difference. The displacement ductility ratio of non-holomorphic circular
Tie Cheng Wang, Wei Kai Wang, Hai Long Zhao   +2 more
openaire   +1 more source

Flexural capacity model for RC beams strengthened with bolted side-plates incorporating both partial longitudinal and transverse interactions

Engineering structures, 2018
Existing reinforced concrete (RC) beams with inadequate flexural capacity can be strengthened by bolting steel plates onto both sides of the face of beam.
Z. Shan, R. Su
semanticscholar   +1 more source

Flexural capacity of one-way GFRP concrete slabs

Proceedings of the Institution of Civil Engineers - Construction Materials, 2011
The objective of the reported study was to investigate and evaluate the behaviour of one-way concrete slabs reinforced with glass-fibre-reinforced polymer (GFRP) rebars under distributed and line loads. A fibre-reinforced polymer (FRP) composite made with resin-impregnated continuous fibres is considered a promising alternative to traditional steel ...
Ehab M. Lotfy, Sherif M. Elzeiny, Alaa M. Rashad   +2 more
openaire   +1 more source

Experimental study on flexural capacity of PVA fiber-reinforced recycled concrete slabs

Archives of Civil and Mechanical Engineering, 2021
F. Yu, Xu Li, Jie Song, Yuan Fang, Yin Qin, Shuangshuang Bu   +5 more
semanticscholar   +1 more source

Flexural and Shear Capacity Assessment of Corroded Bridge Beams

2021
This paper investigates the critical issues of the collapse of two italian bridges: the “S. Stefano” viaduct in Siciliy and the “Annone” overpass in Lombardy. First, a short discussion about the structural aspects and the load conditions of both collapses is carried out. Then, the numerical results of structural analysis are discussed.
Spinella N., Messina D.
openaire   +1 more source

A new empirical model for residual flexural capacity of corroded post-tensioned prestressed concrete beams

Structures, 2021
Zhao-Hui Lu, Yan-Gang Zhao
exaly  

Flexural Yield Capacity of Slabs

ACI Journal Proceedings, 1973
openaire   +1 more source

Flexural Capacity of RC Composited H-Pile

Journal of the Korea Concrete Institute, 2016
Min-June Kim, Geun-Ock Shin, Je-Pyong Jeong   +2 more
openaire   +1 more source