[HTML][HTML] Durability assessment of hybrid double-skin tubular columns (DSTCs) under simulated marine environments

JJ Zeng, ZH Hao, XC Liang, JL Li, Y Zhuge, F Liu… - Engineering …, 2024 - Elsevier
Abstract Fiber-reinforced polymer (FRP)-concrete-steel hybrid double-skin tubular columns
(hybrid DSTCs), consisting of an outer FRP tube, an inner steel tube, and concrete infill …

Comparative life cycle assessment of composite structures incorporating uncertainty and global sensitivity analysis

M Zhao, Y Dong, H Guo - Engineering Structures, 2021 - Elsevier
In recent years, there have been increasing efforts seeking novel material and structural
alternatives to alleviate environmental and economic burdens caused by conventional …

Durability assessment of hybrid double-skin tubular columns under wet–dry cyclic environments

ZH Hao, JJ Zeng, TH Su, Y Zhuge… - Journal of Composites for …, 2024 - ascelibrary.org
Hybrid fiber-reinforced polymer (FRP)–concrete–steel hybrid double-skin tubular columns
(DSTCs) consist of an outer FRP tube, an inner steel tube, and a layer of concrete filled …

Compressive Behavior of FRP–UHPC/ECC–Steel Double-Skin Tubular Columns under Eccentric Loading

GM Chen, YZ Guo, G Lin, Y **ong - Journal of Composites for …, 2024 - ascelibrary.org
Hybrid double-skin tubular columns (DSTCs), which consist of an outer fiber-reinforced
polymer (FRP) tube, an inner steel tube, and a concrete annular layer between the two …

Flexural behavior of hybrid FRP-recycled aggregate concrete-steel hollow beams

L Zhang, J Zhang, G Chen, G Lin - Journal of Constructional Steel …, 2023 - Elsevier
Hybrid fiber reinforced polymer (FRP)-concrete-steel (FCS) hollow members are a new form
of structural members possessing superior mechanical behavior and durability. Such …

FRP–concrete–steel double-skin tubular columns with UHPC/ECC: Concept and compressive behavior under concentric loading

GM Chen, ZH Lin, Q Liu, G Lin, Y **ong… - Journal of Composites …, 2023 - ascelibrary.org
This study presents the results of a comprehensive experimental program on the
compressive behavior of hybrid fiber-reinforced polymer (FRP)–concrete–steel double-skin …

Structural Behavior of Hybrid FRP–Concrete–Steel Double-Skin Tubular Arches: Experiments and Numerical Modeling

D Fernando, L De Waal, S Jiang, JG Teng… - Journal of Composites …, 2024 - ascelibrary.org
Hybrid fiber-reinforced polymer (FRP)–concrete–steel double-skin tubular members
(DSTMs) yield much higher strength-to-weight ratios and much better corrosion resistance …

Durability of seawater and sea sand concrete and seawater and sea sand concrete–filled fibre-reinforced polymer/stainless steel tubular stub columns

YL Li, XL Zhao, RKS Raman - Advances in Structural …, 2021 - journals.sagepub.com
This article presents an experimental investigation on the durability behaviour of seawater
sea sand concrete and seawater sea sand concrete–filled fibre-reinforced polymer/stainless …

Structural Behavior of RC Foundation Connections for Hybrid FRP-Concrete-Steel Double-Skin Tubular Columns under Constant Axial Compression and Lateral …

P **e, YC Zhou, GM Chen, YH Huang… - Journal of Composites …, 2024 - ascelibrary.org
During an earthquake, the casualties and economic loss due to infrastructure failure, such
as bridges, are prohibitive. In addition, the deterioration in the steel reinforcements in …

[HTML][HTML] Behavior of Hybrid FRP-Concrete-Steel Double-Skin Tubular Member T-Joints Subjected to Brace Axial Compression

G Lin, J Zeng, J Li, GM Chen, JK Zhou - Thin-Walled Structures, 2024 - Elsevier
Hybrid fiber reinforced polymer (FRP)-concrete-steel double-skin tubular members (DSTMs)
are a novel form of structural members comprised of an outer FRP tube, an inner steel tube …