Finite Element Analysis of Load-Bearing Characteristics and Design Method for New Composite-Anchor Uplift Piles

This paper introduces a new type of uplift pile known as the composite-anchor pile, which employs a composite anchor composed of steel strands, grouting materials, and steel pipes as the main reinforcement. This paper extensively analyzes this pile’s load-bearing capacity and deformation characteris...

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Published inApplied sciences Vol. 14; no. 5; p. 2100
Main Authors Jiang, Jiaqi, Mao, Zongyuan, Chen, Lihong, Wu, Yongkang
Format Journal Article
LanguageEnglish
Published Basel MDPI AG 01.03.2024
Subjects
Analysis
composite anchor
Concrete
design methodology
Design techniques
Field study
field test
Finite element method
Investigations
Load
Methods
numerical simulation
Performance evaluation
Simulation
Simulation methods
Steel
Steel pipes
uplift pile
China
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Abstract This paper introduces a new type of uplift pile known as the composite-anchor pile, which employs a composite anchor composed of steel strands, grouting materials, and steel pipes as the main reinforcement. This paper extensively analyzes this pile’s load-bearing capacity and deformation characteristics through full-scale field tests and three-dimensional finite element numerical simulations. The results show that the composite-anchor pile has a more even distribution of stress, and its endurance and mechanics performance are better than others. Furthermore, this study utilizes a three-dimensional finite element refined model that has been validated using on-site test results to examine the influence of key parameters, such as the pile diameter, the number of composite-anchor cables, and the diameter of steel strands, on the load-bearing capacity of uplift piles. Building upon these findings, this paper introduces a calculating method to determine the bearing capacity of composite-anchor piles, thereby addressing the existing gap in this field.
AbstractList This paper introduces a new type of uplift pile known as the composite-anchor pile, which employs a composite anchor composed of steel strands, grouting materials, and steel pipes as the main reinforcement. This paper extensively analyzes this pile’s load-bearing capacity and deformation characteristics through full-scale field tests and three-dimensional finite element numerical simulations. The results show that the composite-anchor pile has a more even distribution of stress, and its endurance and mechanics performance are better than others. Furthermore, this study utilizes a three-dimensional finite element refined model that has been validated using on-site test results to examine the influence of key parameters, such as the pile diameter, the number of composite-anchor cables, and the diameter of steel strands, on the load-bearing capacity of uplift piles. Building upon these findings, this paper introduces a calculating method to determine the bearing capacity of composite-anchor piles, thereby addressing the existing gap in this field.
Audience Academic
Author Mao, Zongyuan
Wu, Yongkang
Chen, Lihong
Jiang, Jiaqi
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10.1061/(ASCE)GM.1943-5622.0002215
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10.1061/(ASCE)0733-9410(1984)110:12(1735)
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Snippet This paper introduces a new type of uplift pile known as the composite-anchor pile, which employs a composite anchor composed of steel strands, grouting...
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StartPage 2100
SubjectTerms Analysis
composite anchor
Concrete
design methodology
Design techniques
Field study
field test
Finite element method
Investigations
Load
Methods
numerical simulation
Performance evaluation
Simulation
Simulation methods
Steel
Steel pipes
uplift pile
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Title Finite Element Analysis of Load-Bearing Characteristics and Design Method for New Composite-Anchor Uplift Piles
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