Load-carrying capacity of circular recycled aggregate concrete-filled steel tubular stub columns under axial compression: Reliability analysis and design factor …

W Chen, J Xu, Z Li, X Huang, Y Wu - Journal of Building Engineering, 2023 - Elsevier
It has been well-reported that using steel tubes to confine recycled aggregate concrete
(RAC) is an effective solution to strengthen the imperfection of RAC, namely RAC-filled steel …

[HTML][HTML] Improving bond of fiber-reinforced polymer bars with concrete through incorporating nanomaterials

X Wang, S Ding, L Qiu, A Ashour, Y Wang… - Composites Part B …, 2022 - Elsevier
The bond between FRP bars and concrete, the foremost performance for implementation of
such reinforcements to corrosion-free concrete structures, is still unsatisfied due to the weak …

Review of annual progress of bridge engineering in 2019

R Zhao, Y Yuan, X Wei, R Shen, K Zheng… - Advances in Bridge …, 2020 - Springer
Bridge construction is one of the cores of traffic infrastructure construction. To better develop
relevant bridge science, this paper introduces the main research progress in China and …

[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 …

Reliability Analysis of Eccentrically Loaded Concrete Rectangular Columns Reinforced with Fiber-Reinforced Polymer Bars.

F Peng, W Xue - ACI Structural journal, 2019 - search.ebscohost.com
This paper develops reliability-based design provisions for eccentrically loaded rectangular
concrete short columns reinforced with fiber-reinforced polymer (FRP) bars. First, closed …

Reliability assessment of fiber-reinforced polymer cable-anchorage system

Z Peng, X Wang, J Zhou, Z Wu - Composite Structures, 2021 - Elsevier
In this study, an evaluation framework for the reliability of a fiber-reinforced polymer (FRP)
cable-anchorage system was established. We first developed a simplified 3D finite element …

Calibration of strength reduction factor for reinforced ultra-high-performance concrete bridge girders in flexure

W Xue, F Peng, W Xue - Journal of Bridge Engineering, 2020 - ascelibrary.org
Ultra-high-performance concrete (UHPC) has been widely used in bridges and other
structures throughout the world. However, very limited studies have been carried out to …

Effect of Transverse Reinforcement on Shear Response of Fiber-Reinforced Polymer Post-Tensioned Concrete Beams.

F Peng, W Xue - ACI Structural Journal, 2022 - search.ebscohost.com
To investigate the shear behavior of post-tensioned concrete beams with fiber-reinforced
polymer (FRP) reinforcements, a total of seven large-scale post-tensioned beams, with a …

Reliability Analysis of Externally Bonded FRP Strengthened Beams Considering Existing Conditions: Application Of Stochastic FE and Conditional Probability

CDW Petrie - 2022 - dalspace.library.dal.ca
The use of externally bonded (EB) fiber reinforced polymer (FRP) to strengthen existing
reinforced concrete flexural members is becoming a more heavily used practice due to the …

Effect of Bond Condition on Cyclic Behavior of Post-Tensioned Concrete Beams with Carbon Fiber-Reinforced Polymer Tendons.

F Peng, W Xue, S Zhang - ACI Structural Journal, 2024 - search.ebscohost.com
The lack of ductility is the main concern in the use of carbon fiber-reinforced polymer (CFRP)
reinforcement as prestressing tendon in concrete members. To address this concern, a …