Durability properties of 3D printed concrete (3DPC)

M Nodehi, F Aguayo, SE Nodehi, A Gholampour… - Automation in …, 2022 - Elsevier
Abstract 3D printing of concrete is commonly viewed as a promising way to manufacture
novel structural sections with numerous benefits. This process, however, relies upon a …

An efficiency framework for anchorage devices used to enhance the performance of FRP strengthened RC members

R Kalfat, J Gadd, R Al-Mahaidi, ST Smith - Construction and building …, 2018 - Elsevier
Concrete structures strengthened with fibre reinforced polymer (FRP) composites in both
flexure shear can be enhanced by introducing anchorage systems to suppress or delay the …

[PDF][PDF] Intelligent prediction modeling for flexural capacity of FRP-strengthened reinforced concrete beams using machine learning algorithms

M Khan, A Khan, AU Khan, M Shakeel, K Khan… - Heliyon, 2024 - cell.com
Fiber-reinforced polymers (FRP) are widely utilized to improve the efficiency and durability of
concrete structures, either through external bonding or internal reinforcement. However, the …

Re-evaluation of shear contribution of CFRP and GFRP sheets in concrete beams post-tensioned with unbonded tendons

D Vo-Le, DT Tran, TM Pham, C Ho-Huu… - Engineering …, 2022 - Elsevier
Contemporary design guidelines for the shear resistance of post-tensioned concrete (PC)
beams retrofitted with fibre reinforced polymer (FRP) sheets are developed from the results …

Data-driven prediction of FRP strengthened reinforced concrete beam capacity based on interpretable ensemble learning algorithms

SY Zhang, SZ Chen, X Jiang, WS Han - Structures, 2022 - Elsevier
Fiber-reinforced polymer (FRP) materials are one of the commonly used materials for
strengthening aged reinforced concrete (RC) beams. However, it is still challenging to …

Mitigation of intermediate crack debonding in FRP-plated RC beams using FRP U-jackets

B Fu, GM Chen, JG Teng - Composite Structures, 2017 - Elsevier
Intermediate crack debonding (ie, IC debonding) is a common failure mode of reinforced
concrete (RC) beams flexurally strengthened with a fiber-reinforced polymer (FRP) plate …

[HTML][HTML] Machine learning-based model for recognizing the failure modes of FRP-strengthened RC beams in flexure

T Hu, H Zhang, J Zhou - Case Studies in Construction Materials, 2023 - Elsevier
Plate end (PE) debonding and intermediate crack (IC) debonding are the main failure
modes of fiber reinforced polymer (FRP) strengthened reinforced concrete (RC) beams in …

Innovative warp and woof strap (WWS) method to anchor the FRP sheets in strengthened concrete beams

D Mostofinejad, SM Hosseini, BN Tehrani… - … and Building Materials, 2019 - Elsevier
U-shaped straps are an effective means to postpone premature debonding failure when
fiber-reinforced polymer (FRP) composites are applied in structures. However, the U-wrap …

Development of a novel anchorage and tensioning system for strengthening steel beams with unbonded prestressed CFRP plates

HT Wang, ZN Bian, Q Wu, L Hu, MS Chen, C Tang - Engineering Structures, 2024 - Elsevier
Carbon fiber reinforced polymer (CFRP) plates have been widely used in the strengthening
and retrofitting of engineering structures due to their excellent mechanical properties …

[HTML][HTML] Prediction of the debonding failure of beams strengthened with FRP through machine learning models

T Hu, H Zhang, J Zhou - Buildings, 2023 - mdpi.com
Plate end (PE) debonding and intermediate crack (IC) debonding are the two main failure
modes of beams strengthened with fiber-reinforced polymer (FRP) in flexure. Therefore, it is …