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  1. Home
  2. Study On The Uniaxial Compression Constitutive Relationship Of Wood Reinforced With Fiber-reinforced Polymer.
  1. Home
  2. Study On The Uniaxial Compression Constitutive Relationship Of Wood Reinforced With Fiber-reinforced Polymer.

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Study on the Uniaxial Compression Constitutive Relationship of Wood Reinforced with Fiber-Reinforced Polymer.

Hao Chen1, Zihui Zhang2, Zhihui Wang2

  • 1School of Civil Engineering and Transportation, Northeast Forestry University, Harbin 150040, China.

Polymers
|April 26, 2025

View abstract on PubMed

Summary
This summary is machine-generated.

This study compares basalt fiber-reinforced polymer (BFRP) and carbon fiber-reinforced polymer (CFRP) for timber structures. BFRP offers cost-effectiveness and ductility, while CFRP provides higher strength and stiffness for enhanced structural reinforcement.

Keywords:
BFRPCFRPconstitutive modelfinite element modelmechanical properties

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Area of Science:

  • Materials Science
  • Structural Engineering
  • Civil Engineering

Background:

  • Fiber-reinforced polymers (FRPs) are increasingly used to enhance timber structures.
  • Basalt fiber-reinforced polymer (BFRP) and carbon fiber-reinforced polymer (CFRP) offer distinct mechanical properties.
  • Understanding their comparative performance in timber reinforcement is crucial for effective engineering applications.

Purpose of the Study:

  • To systematically compare the mechanical performance of Northeast larch timber columns reinforced with BFRP and CFRP.
  • To evaluate the cost-effectiveness, ductility, damage tolerance, stiffness, and ultimate load-bearing capacity of each reinforcement type.
  • To develop and validate a constitutive model for predicting the behavior of FRP-reinforced timber.

Main Methods:

  • Uniaxial compression tests were conducted on timber columns reinforced with BFRP and CFRP along the grain direction.
  • A damage constitutive model based on Poisson distribution theory was developed to describe damage evolution.
  • Finite element models (FEM) were created using ABAQUS 2020 to simulate the mechanical behavior under axial compression.

Main Results:

  • BFRP reinforcement demonstrated superior cost-effectiveness, ductility, and damage tolerance.
  • CFRP reinforcement exhibited higher stiffness and ultimate load-bearing capacity.
  • The developed constitutive model and FEM simulations showed excellent agreement with experimental results.

Conclusions:

  • BFRP is recommended for general timber reinforcement applications where cost efficiency and ductility are prioritized.
  • CFRP is better suited for special structures demanding higher load-bearing capacity and stiffness.
  • The study provides valuable guidance for selecting FRP materials and reinforcement strategies in timber engineering and offers reliable predictive tools for FRP-wood composite structures.