Development and Experimental Study of a Self-Aware Posttensioned Prestressed Intelligent Reinforcement Structure

Author:

Li Guodong1ORCID,Jing Xiaotong12ORCID,Wang Jinbo1ORCID,Lan Chunguang2ORCID

Affiliation:

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

2. Beijing Construction Engineering Research Institute Co., Ltd., Beijing 100039, China

Abstract

A self-aware posttensioned prestressing intelligent reinforcement system with force and sensors is proposed by combining the advantages of posttensioned prestressing reinforcement technology and intelligent structure. A static test study is then conducted with brick masonry members (wall pieces) as reinforcement objects. The experimental results demonstrate that the intelligent strand can be deployed using the same process, tensioning apparatus, and anchoring equipment as ordinary strand. Furthermore, the mechanical performance indexes with and without intelligent strands are very close, and the differences in percentages of cracking load, cracking displacement, yielding load, yielding displacement, ultimate load, and ultimate displacement are 20%, 9%, 9%, 10%, 2%, and 26%.

Funder

Beijing Municipal Natural Science Foundation

Publisher

Hindawi Limited

Subject

Civil and Structural Engineering

Reference16 articles.

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2. Exploring the core of the application of structural design and construction technology of masonry buildings;Y. Q. Zhou,2022

3. Indirect Determination of Residual Prestressing Force in Post-Tensioned Concrete Beam

4. Long-Term Characteristics of Prestressing Force in Post-Tensioned Structures Measured Using Smart Strands

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