Results 51 to 60 of about 1,254,950 (131)
Numerical simulation of double-sided concrete corbels internally-reinforced with GFRP bars
Composites Part C: Open Access, 2020 Three-dimensional (3D) finite element (FE) models were developed in this study to simulate the nonlinear structural behavior of double-sided concrete corbels internally-reinforced with glass-fiber reinforced polymer (GFRP) bars.
Ayman Abu-Obaida +2 more
doaj +1 more source
Modelling and Simulation in Engineering, Volume 2025, Issue 1, 2025.A numerical finite element analysis has been investigated in this paper to examine the performance of strengthened reinforced concrete (RC) columns with near‐surface mounted (NSM) fiber‐reinforced polymer (FRP) and steel bars under static and repeated loads using the finite element software ABAQUS/Standard.
Nibras Atiaa Al-Shimarry, Marco Bonopera
wiley +1 more source
Structural Control and Health Monitoring, Volume 2025, Issue 1, 2025.The preservation of historical bridges usually requires extensive structural evaluations for possible damage detection. Therefore, effective techniques are essential for diagnosis and, consequently, proper maintenance and rehabilitation actions. The combination of techniques provides complementary data that support decision making.
Vega Perez-Gracia +8 more
wiley +1 more source
THE SHEAR BEHAVIOUR OF THE REINFORCED CONCRETE FOUR-PILE CAPS
, 2009 There has been a consistent discrepancy between UK design standards BS5400 and BS8110 in the prediction of the shear capacity of 2-way spanning reinforced concrete pile caps from bending theory-based empirical design formulae.
Cao, Jing
core +1 more source
Static and dynamic experimental study of strengthened reinforced short concrete corbel by using carbon fabrics, crack path in shear zone [PDF]
Fracture and Structural Integrity, 2015 The paper presents an experimental analysis of tracking the path of the cracks and crack growth in strengthened or repair reinforced concrete short corbels bonded by carbon fiber fabrics under static and dynamic loads.
I. Ivanova, J. Assih
doaj +1 more source
Distributions of non‐native and native plants are not determined by the same environmental factors
Ecological Solutions and Evidence, Volume 5, Issue 4, October–December 2024.Distributions of non‐native plant species are driven more strongly by anthropogenic variables than distributions of native plant species, though climate is the most powerful predictor in both species groups. Species distribution models should therefore be fitted with different variables based on the study species' degree of nativeness.
Bart Steen +4 more
wiley +1 more source
[Reinforced concrete use in European buildings]
, 2023 This record was harvested from a previous catalogue system and will be withdrawn in 2025. Information in this record may be superseded or incomplete.
Reinforced Concrete and Monier Pipe Construction Co. Pty Ltd
core
Journal of Engineering, Volume 2024, Issue 1, 2024.This study has been adopted to examine the effect of carbon fibre‐reinforced polymer (CFRP) sheet strengthening methods on the flexural behaviour of modified foamed concrete beams reinforced with different steel reinforcement ratios, and it deals with the enhancement in flexural behaviour of conventional nonstrengthened FC beams. Twelve modified foamed
Angham Nassar Jaffal +3 more
wiley +1 more source
Nonlinear Finite Element Analysis of High Strength Fiber Reinforced Concrete Corbels [PDF]
Engineering and Technology Journal, 2008 This research work presents a nonlinear fini te elementinvestigation on the behavior of high strength fiber reinforced concretecorbels. This investigation is carried out in order to get a betterunderstanding of their behavior throughout the entire ...
Maha Mohammed Saeed Ridha
doaj +1 more source
Shock and Vibration, Volume 2024, Issue 1, 2024.This paper proposes a new beam to column connection, namely, the omnidirectional steel moment connection with through‐plate panel zone, which enables the connection of more than four beams to a column in moment frames at any arbitrary angle. The proposed connection was experimentally and numerically analyzed under cyclic loading.
Hadi Askarian +3 more
wiley +1 more source