Results 251 to 260 of about 24,184 (310)

Techno-Economic Approach to Carbon Fibre Fabrics for Structural Strengthening: Life-Cycle Cost Analysis, Market Value, and Economic Viability. [PDF]

Materials (Basel)
Dybizbański MA, Hązła M, Krajewska A, Rzeszut K.   +3 more
europepmc   +1 more source

Strengthening of corroded RC slab-column joints using thin-ply hybrid FRP under punching shear. [PDF]

Sci Rep
Gomaa AM, Ahmed MA, Khafaga SA, Lotfy EM, Hosny S.   +4 more
europepmc   +1 more source

Generative adversarial networks for enhanced performance prediction of square CFST members under axial tension. [PDF]

PLoS One
Zhang H, Liu Y, Yan J.
europepmc   +1 more source

Multiscale Analysis of Reinforced Concrete Frames with Embedded Metamaterials Under Progressive Collapse. [PDF]

Materials (Basel)
Long X, Samuneti C, Iyela PM, Kawkabi KW, Ngangura PM, Fan K.   +5 more
europepmc   +1 more source

Torsional strength and deformation characteristics of HSC deep beams reinforced with cross-inclined stirrups. [PDF]

Sci Rep
Fawzi R, Asker HS, Yousef AM.
europepmc   +1 more source

Modeling Steel Concrete Bond Strength Reduction Due to Corrosion

ACI Structural Journal, 2016
Reinforcement corrosion in reinforced concrete (RC) structures induces concrete cracking and leads to a reduction in both steel cross section and steel-concrete bond strength. In this paper, a new model is proposed based on a scalar damage parameter Dc that depends on the loss of cross-sectional area of steel due to corrosion. The model predictions are
Castel, Arnaud, Khan, Inamullah, François, Raoul, Gilbert, Raymond Ian   +3 more
core   +3 more sources

Bond behavior in concrete-filled steel tubes

Journal of Constructional Steel Research, 2016
In this paper, the bond behavior between the steel tube and the concrete in concrete-filled steel tubes (CFST) is investigated. A series of push-out tests on circular and square CFST specimens were conducted, and the main parameters considered in the ...
Zhong Tao, Tian-Yi Song, Brian Uy
exaly   +2 more sources

Synergistic effects of steel fibres and expansive agent on steel bar-concrete bond

Cement and Concrete Composites, 2019
Previous studies have revealed that adding separately fibres or expansive agent to concrete can improve the steel bar-concrete bond. However, there have been few systematic studies on the possible combined addition of fibres and expansive agent to ...
L G Li, S H Chu, A K H Kwan
exaly   +2 more sources