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strain transfer behavior and crystallographic mechanism of crack initiation during cyclic deformation in zirconium

Journal of Materials Science & Technology 2023年第31期162卷 234-246页

作者： Xiangkang Zeng Conghui Zhang Wenguang Zhu Mingliang Zhu Tongguang Zhai Chi Ma Tingchuang Shu KangKai Song School of Metallurgical Engineering Xi’an University of Architecture and TechnologyXi’an 710055China Key Laboratory of Pressure Systems and Safety Ministry of EducationSchool of Mechanical and Power EngineeringEast China University of Science and TechnologyShanghai 200237China School of Materials Science and Engineering Shandong Jianzhu UniversityJinan 250101China

Fully-reversed cyclic deformation of a pure Zr(a thickness of 17 mm)was conducted at two different strain amplitudes(0.4%and 0.8%)to investigate the deformation and crack initiation behaviors based on slip trace *** was found that prismaticaslip with a higher Schmid Factor(m>0.4)was the dominant deformation *** grains containing persistent slip bands(PSBs)tended to go towards[1210]pole and the Schmid Factor had a critical value of 0.4 above which prismatic and pyramidal slip were *** cracks were mainly initiated at PSBs and grain boundaries(GBs).It showed that 61.1%of the cracks were PSB cracks under a strain amplitude of 0.4%,while it decreased to 53.5%at a strain amplitude of 0.8%.PSB cracks were mainly parallel to prismaticaslip with higher Schmid Factor while some cracks tended to be initiated at GBs with higher misorientation *** interaction of PSBs with GBs would result in strain transferring to the neighboring *** transfer was more likely to occur at the condition of the higher geometrical compatibility factor m,and lower residual Burgers vectorb,which could reduce strain localization.

关键词： Fatigue crack initiation Crystallographic orientation PSBs GBs strain transfer

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strain transfer mechanism of passive wireless surface acoustic wave torque sensors using shear lag theory

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Journal of Beijing Institute of Technology 2011年第2期20卷 221-226页

作者：张运涛徐春广潘勤学刘婧李喜朋 Key Laboratory of Fundamental Science for Advanced Machining Beijing Institute of Technology

A shear-lag theory was developed to investigate the strain transfer from the metal substrate to the surface acoustic wave （SAW） resonator through a bonding layer. A three-layer model of host structure-adhesive layer-resonator layer was established. The strain transfer was theoretically analyzed, and the main factors impacting the SAW sensor measurement were studied. The relationship between the sensor response and the individual effect of all these factors under static loads was discussed. Results showed that better accuracy could be achieved with increase in the adhesive stiffness or resonator length, or decrease in the adhesive thickness. The values of the strain transfer rate calculated from the analytical model agreed well with that from the available experiment data.

关键词： passive wireless surface acoustic wave (SAW) torque strain transfer shear lag

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Long-term performance of packaged fiber Bragg grating sensors for strain monitoring inside creep medium

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International Journal of Smart and Nano Materials 2022年第1期13卷 42-63,I0003页

作者： Huanyu Yang Ying Huang Zhi Zhou Jinping Ou Faculty of Infrastructure Engineering Dalian University of TechnologyDalian116024Liaoning ProvinceChina Department of Civil and Environmental Engineering North Dakota State UniversityFargoNorth DakotaUSA Hainan University School of Civil and Architectural EngineeringHaikou570228Hainan ProvinceChina School of Civil and Environmental Engineering Harbin Institute of Technology(Shenzhen)ShenzhenGuangdong ProvinceChina

To investigate the long-term performance of the packaged fiber Bragg grating(FBG)sensors embedded in civil infrastructure for strain monitoring,in this paper,the influence of host matrix’s creep effect on the behavior of the FBG sensors was systematically studied through theoretical,numerical,and experimental analysis.A theoretical strain transfer analysis between the optic fiber,packaging layer,and host matrix to consider the creep effect of the host matrix was performed accordingly for long-term strain *** studies were carried out using numerical analysis for FBG sensors packaged with glass fiber reinforced plastic(GFRP),also known as FBG-GFRP sensors in concrete,as an *** results show that embedded in a creep medium,an acceptable long-term performance of packaged FBG sensors requires the packaging layer to have a minimum length and maximum thick*** long-term creep tests using epoxy resin and concrete as host matrix for FBG-GFRP sensors also clearly demonstrated that the influence of creep effect cannot be ignored for strain measurements if the host matrix has a creep potential and the developed correction model performed well to reduce measurement errors of such sensors in creep medium.

关键词： Fiber Bragg gratings(FBG)sensor strain transfer creep packaging layer epoxy resin concrete

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Fibre Optic Protection System for Concrete Structures

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Journal of Materials Science & Technology 2006年第3期22卷 404-410页

作者： J.S.Leng A.Hameed D.Winter R.A.Barnes G.C.Mays G.F.Fernando Centre for Composite Materials Harbin Institute of Technology Harbin 150001 China Engineering System Department Defence Academy of the United Kingdom Cranfield University Shrivenham Wiltshire SN6 8LA UK

The design concepts, modelling and implementation of various fibre optic sensor protection systems for development in concrete structures were investigated. Design concepts and on-site requirements for surface-mounted and embedded optical fibre sensor in concrete were addressed. Finite element （FE） modelling of selected sensor protection systems in strain-transfer efficiency from the structure to the sensing region was also studied. And experimental validation of specified sensor protection system was reported. Results obtained indicate that the protection system for the sensors performs adequately in concrete environment and there is very good correlation between results obtained by the protected fibre optic sensors and conventional electrical resistance strain gauges.

关键词： Fibre optic sensor (FOS) Sensor protection system (SPS) Concrete structures Extrinsic Fabry-Perot interferometer (EFPI) sensor Smart Structures strain transfer

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