Evidence map›Paper›PMID 41012965›Full record

ReviewSensors (Basel, Switzerland)2025

Review of Non-Destructive Testing for Wind Turbine Bolts.

Hongyu Sun, Jingqi Dong, Hao Liu, Wenze Shi, Qibo Feng, Kai Yao, Songling Huang, Lisha Peng, Zhichao Cai

Abstract readReview
In one paragraph

Review in Sensors (Basel, Switzerland), 2025. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 1 paper.

0numbers the graph read from it
0cells of the map it votes in
1citing papers in PubMed
–field-weighted citation impact
1 · What the graph read from it

What it found

Each row is one number read from the abstract, on the scale the paper reported it, with its interval. Left of the dashed line favours the treatment, right favours the comparator. Under each row is the sentence it came from. New to these charts? A ten-minute tutorial.

The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

The trial behind it

Trials whose registry record cites this paper, or whose number appears in the abstract. A trial that started after this paper was published is citing it as background, not reporting it.

Neither the registry nor the abstract names a trial number. If this is a trial report, that itself is worth knowing.

3 · Its place in the literature

Who cites it

1 citing paper in PubMed.

  1. Article
4 · The record

Corrections and comments

PubMed lists nothing against this paper. Absence here is not a guarantee, only a check that was made.

5 · Who and what money

Authors and funding

9 authors.

Hongyu SunSchool of Physical Sciences and Engineering, Beijing Jiaotong University, Beijing 100044, China.ORCID 0000-0002-7090-6719
Jingqi DongSchool of Physical Sciences and Engineering, Beijing Jiaotong University, Beijing 100044, China.
Hao LiuSchool of Physical Sciences and Engineering, Beijing Jiaotong University, Beijing 100044, China.
Wenze ShiKey Laboratory of Nondestructive Testing, Ministry of Education, Nanchang Hangkong University, Nanchang 330063, China.
Qibo FengSchool of Physical Sciences and Engineering, Beijing Jiaotong University, Beijing 100044, China.ORCID 0000-0003-2854-044X
Kai YaoSchool of Physical Sciences and Engineering, Beijing Jiaotong University, Beijing 100044, China.ORCID 0000-0001-6763-2772
Songling HuangState Key Laboratory of Power System, Department of Electrical Engineering, Tsinghua University, Beijing 100084, China.
Lisha PengState Key Laboratory of Power System, Department of Electrical Engineering, Tsinghua University, Beijing 100084, China.ORCID 0000-0002-7315-2692
Zhichao CaiState Key Laboratory of Performance Monitoring and Protecting of Rail Transit Infrastructure, East China Jiaotong University, Nanchang 330013, China.

Funding

Key Laboratory of Nondestructive Testing (Nanchang Hangkong University),Ministry of Edu-cation EW202580182National Key R&D Program of China 2024YFF0619000National Natural Science Foundation of China 52307001, 12472177Natural Science Talent Fund Project of Beijing Jiaotong University 2023XKRC003Open Project of the State Key Laboratory of Performance Moni-toring and Protecting of Rail Transit Infrastructure, East China Jiaotong University HJGZ2023111Tangshan Science and Technology Planning Project 23130224E
6 · The paper itself

Abstract

As the world increasingly gravitates towards green, environmentally friendly and low-carbon lifestyles, wind power has become one of the most technologically established renewable energy sources. However, with the continuous increase in their output power and height, wind turbine towers are subjected to higher-intensity alternating wind loads. This makes critical components more prone to fatigue failure, potentially leading to major accidents such as tower buckling or turbine collapse. High-strength bolts play a vital role in supporting towers but are susceptible to fatigue crack initiation under long-term cyclic loading, necessitating regular inspection. Types of wind turbine bolts mainly include high-strength bolts, stainless steel bolts, anchor bolts, titanium alloy bolts, and adjustable bolts. These bolts are distributed across different parts of the turbine and perform distinct functions. Among them, high-strength bolts in the tower are particularly critical for structural support, demanding prioritized periodic inspection. Compared to destructive offline inspection methods requiring bolt disassembly, non-destructive testing (NDT) has emerged as a trend in defect detection technologies. Therefore, this review comprehensively examines various types of NDT techniques for wind turbine towers' high-strength bolts, including disassembly inspection techniques (magnetic particle inspection, penetration inspection, intelligent torque inspection, etc.) and non-disassembly inspection techniques (ultrasonic inspection, radiographic inspection, infrared thermographic inspection, etc.). For each technique, we analyze the fundamental principles, technical characteristics, and limitations, while emphasizing the interconnections between the methodologies. Finally, we discuss potential future research directions for bolt defect NDT technologies.

Indexed as

bolts defectsdeep learningnondestructive testingwind turbine bolts

Identifiers

PMID41012965
PMCPMC12473553

What OpenQuestion holds

Textmetadata
LicenceCC BY
Read underepoch 390

Registered trials

None linked

Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.