Effect of prestress force on longitudinal vibration of bonded tendons embedded in a nuclear containment-Reference-Cited by-同舟云学术

Effect of prestress force on longitudinal vibration of bonded tendons embedded in a nuclear containment

Published:2010-06 Issue:6 Volume:240 Page:1281-1289
ISSN:0029-5493
Container-title:Nuclear Engineering and Design
language:en
Short-container-title:Nuclear Engineering and Design

Author:

Kim Byeong Hwa,Jang Jung Bum,Lee Hong Pyo,Lee Do Hyung

Publisher

Elsevier BV

Subject

Mechanical Engineering,Waste Management and Disposal,Safety, Risk, Reliability and Quality,General Materials Science,Nuclear Energy and Engineering,Nuclear and High Energy Physics

Reference14 articles.

1. Average force along unbounded tendons: a field study at nuclear reactor containments in Sweden;Anderson;Nuclear Engineering and Design,2005

2. Ultrasonic guided waves for inspection of grouted tendons and bolts;Beard;Journal of Materials in Civil Engineering, ASCE,2003

3. Guided ultrasonic waves for non-destructive monitoring of the stress levels in prestressed steel strands;Chaki;Utrasonics,2009

4. Application of Wigner-Ville transform to evaluate tensile forces in seven-wire prestressing strands;Chen;Journal of Engineering Mechanics, ASCE,2002

5. Natural frequencies of bonded and unbonded prestressed beams–prestress force effects;Hamed;Journal of Sound and Vibration,2006

Cited by 14 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Performances and properties of steel and composite prestressed tendons – A review;Heliyon;2024-06

2. Nondestructive Testing and Health Monitoring Techniques for Structural Effective Prestress;Structural Control and Health Monitoring;2023-09-28

3. Testing methods and design specifications for FRP-prestressed concrete members: A review of current practices and case studies;Journal of Building Engineering;2023-08

4. Aspects of Vibration-Based Methods for the Prestressing Estimate in Concrete Beams with Internal Bonded or Unbonded Tendons;Infrastructures;2021-06-02

5. Prestress evaluation in continuous PSC bridges by dynamic identification;STRUCT MONIT MAINT;2018