Reliability evaluation of flexural capacity design provision for UHPC beams reinforced with steel rebars/prestressing tendons

J Feng, X Shao, M Qiu, H Li, X Gao, Z Huang - Engineering Structures, 2024 - Elsevier
This study investigated the reliability of the flexural capacity prediction models for ultra-high
performance concrete (UHPC) beams in various standards, including the Chinese UHPC …

ColumnsNet: neural network model for constructing interaction diagrams and slenderness limit for FRP-RC columns

A Tarawneh, G Almasabha, Y Murad - Journal of Structural …, 2022 - ascelibrary.org
Predicting the axial capacity and behavior of concentrically, eccentrically, and slender
loaded fiber-reinforced polymer (FRP)-RC columns is not completely established, and the …

Failure mode classification and deformability evaluation for concrete beams reinforced with FRP bars

E Saleh, AN Tarawneh, MZ Naser - Composite Structures, 2022 - Elsevier
The failure mode of fiber-reinforced polymers reinforced concrete (FRP-RC) beams is a
concern in the capacity evaluation. Therefore, developing a robust method to identify the …

Meso-damage evolution analysis of magnesium oxychloride cement concrete based on X-CT and grey-level co-occurrence matrix

P Wang, H Qiao, Y Zhang, Y Li, Q Feng… - Construction and Building …, 2020 - Elsevier
X-CT technology can be used to analyse the internal damage to concrete due to rust
expansion. However, the original X-CT slice of the internal damage of the concrete can only …

Data-driven flexural stiffness model of FRP-reinforced concrete slender columns

G Almasabha, A Tarawneh, E Saleh… - Journal of Composites …, 2022 - ascelibrary.org
Predicting the nominal axial capacity of slender fiber-reinforced polymer (FRP) reinforced
concrete (RC) columns is dependent majorly on their flexural stiffness. However, the current …

Design and reliability analysis of FRP-reinforced concrete columns

A Tarawneh, S Majdalaweyh - Structures, 2020 - Elsevier
ACI 440-15 does not provide design provisions for columns and requires ignoring the
compression contribution of FRP bars. However, this paper provides a design …

Predictive models of behavior and capacity of frp reinforced concrete columns

Y Almomani, A Tarawneh, R Alawadi… - Journal of Applied …, 2023 - aseestant.ceon.rs
This paper proposes a new model for predicting the axial capacity and behavior of Fiber
Reinforced Polymer-reinforced concrete (FRP-RC) columns using a promising variant of …

Bond performance of the additional aluminum alloy ribs anchored CFRP bars in concrete under sustained loading

Q Wang, H Zhu, Y Tong, P Zhang - Construction and Building Materials, 2023 - Elsevier
The novel additional aluminum alloy ribs (ARs) anchorage is a convenient and effective
solution to improve the bond of FRP bars in concrete. Although the bond behavior between …

[HTML][HTML] Confinement model for circular concrete columns transversely reinforced with GFRP spirals and hoops

Y Almomani, A Tarawneh, R Alawadi, ZN Taqieddin… - Results in …, 2023 - Elsevier
In many applications, bars made of Glass-Fiber-Reinforced-Polymer (GFRP) have
successfully replaced steel rebars and become a practical substitute for shear and flexural …

[PDF][PDF] Design provisions for flexural strength of hybrid reinforced concrete beams with fiber-reinforced polymer and steel bars

F Peng, J Deng, W Xue - ACI Structural Journal, 2023 - researchgate.net
This paper develops reliability-based design provisions for flexural strength of reinforced
concrete (RC) beams with hybrid arrangements of fiber-reinforced polymer (FRP) and steel …