Cost-Effective and Ultraportable Smartphone-Based Vision System for Structural Deflection Monitoring

被引:9
|
作者
Tian, Long [1 ]
Zhang, Xiaohong [2 ]
Pan, Bing [2 ,3 ]
机构
[1] China Univ Geosci, Sch Sci, Beijing 100083, Peoples R China
[2] Beihang Univ, Sch Aeronaut Sci & Engn, Inst Solid Mech, Beijing 100191, Peoples R China
[3] Beihang Univ, Beijing Adv Discipline Ctr Unmanned Aircraft Syst, Beijing 100191, Peoples R China
基金
中国国家自然科学基金;
关键词
DIGITAL IMAGE CORRELATION; REAL-TIME; DYNAMIC DISPLACEMENT; BRIDGE; NONCONTACT;
D O I
10.1155/2021/8843857
中图分类号
TM [电工技术]; TN [电子技术、通信技术];
学科分类号
0808 ; 0809 ;
摘要
This work demonstrates the viability of using a smartphone-based vision system to monitor the deflection of engineering structures subjected to external loadings. The video images of a test structure recorded by a smartphone camera are processed using the state-of-the-art subset-based digital image correlation (DIC) algorithm to extract the vertical image displacement of discrete calculation points defined on the test object. The measured vertical image displacement can be converted to deflection (vertical displacement) by easy-to-implement scaling factor determination approaches. For accuracy validation, laboratory experiments using a cantilever beam subjected to external loadings were performed. The deflection and inherent frequency of the test cantilever beam measured by the proposed smartphone-based vision system were compared with those measured by conventional dial gauges and a dynamic strain gauge. The relative errors were estimated as 1% and 0.15% for deflection and inherent frequency, respectively. Outdoor real bridge deflection monitoring tests were also carried out on an overpass with subway passing by, and the measured deflection-time curves agree well with actual situations. The cost-effective, ultraportable, and easy-to-use smartphone-based vision system not only greatly decreases the hardware investment and complexity in deflection measurement system construction, but also increases the convenience and efficiency of deflection monitoring of engineering structures.
引用
收藏
页数:12
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