Araştırma Makalesi
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Yıl 2024, Cilt: 42 Sayı: 3, 755 - 766, 12.06.2024

Öz

Kaynakça

  • [1] Theo F, Dietrich M, Gerhard T. Nonsymmetric deformation behavior of lead zirconate titanate determined in bending tests. J Am Ceram Soc 1998;81:269–272. [CrossRef]
  • [2] Talesnick ML, Ringel M. Completing the hollow cylinder methodology for testing of transversely isotropic rocks: torsion testing. Int J Rock Mech Min Sci 1999;36:627–639. [CrossRef]
  • [3] Theo F, Dietrich M, Gerhard T. Multiaxial deformation behavior of PZT from torsion tests. J Am Ceram Soc 2003;86:1427–1429. [CrossRef]
  • [4] Daniel G, Gerrit D, Walter L. Simultaneous measurement of strain and temperature with two resistive strain gauges made from different materials. Procedia Manuf 2018;24:258–263. [CrossRef]
  • [5] Ignakhin VS, Severikov VS, Grishin AM. Tensile and torsional strain gauge based on Fe48Co32P14B6 metallic glass. J Magn Magn Mater 2019;476:382–386. [CrossRef]
  • [6] Çetin M, Turan ME, Aydın F, Sun Y. Residual stress measurement by strain gauge and X-ray diffraction method in different shaped rails. Eng Fail Anal 2019;96:525– 529. [CrossRef]
  • [7] Edwards JR, Gao Z, Wolf HE, Dersch M, Qian Y. Quantification of concrete railway sleeper bending moments using surface strain gauges. Measurement 2017;111:197–207. [CrossRef]
  • [8] Bazán AM, Gálvez JC, Reyes E, Galé-Lamuela D. Study of the rust penetration and circumferential stresses in reinforced concrete at early stages of an accelerated corrosion test by means of combined SEM, EDS and strain gauges. Constr Build Mater 2018;184:655–667. [CrossRef]
  • [9] Tavakolpour-Saleh AR, Setoodeh AR, Gholamzadeh M. A novel multi-component strain-gauge external balance for wind tunnel tests: Simulation and experiment. Sens Actuators A Phys 2016;247:172–186. [CrossRef]
  • [10] Zhou K, Wu ZY. Strain gauge placement optimization for structural performance assessment. Eng Struct 2017;141:184–197. [CrossRef]
  • [11] Cozzolino F, Apicella D, Wang G, Apicella A, Sorrentino R. Implant-to-bone force transmission: A pilot study for in vivo strain gauge measurement technique. J Mech Behav Biomed Mater 2019;90:173–181. [CrossRef]
  • [12] Ferrero C. Thermal and magnetic correlation in apparent strain down to 1.53 K and up to 6 T on strain gauges. Measurement 2018;128:403–409. [CrossRef]
  • [13] Walstrom PL. Strain gauges for superconducting magnet testing. Cryogenics 1980;20:509–512. [CrossRef]
  • [14] Soto AG, Caldentey AP, Peiretti HC, Benitez JC. Experimental behaviour of steel-concrete composite box girders subject bending, shear and torsion. Eng Struct 2020;206:110169. [CrossRef]
  • [15] Iriarte X, Aginaga J, Gainza G, Ros J, Bacaicoa J. Optimal strain-gauge placement for mechanical load estimation in circular cross-section shafts. Measurement 2021;174:108938. [CrossRef]
  • [16] Zeinali E, Nazari A, Showkati H. Experimental-numerical study on lateral-torsional buckling of PFRP beams under pure bending. Compos Struct 2021;237:111925.
  • [17] Wan HX, Huang B, Mahendran M. Experiments and numerical modelling of cold-formed steel beams under bending and torsion. Thin Wall Struct 2021;161:107424. [CrossRef]
  • [18] Chang Y, Wen W, Xu Y, Cui H, Xu Y. Quasi-static mechanical behavior of filament wound composite thin-walled tubes: Tension, torsion, and multi-axial loading. Thin-Wall Struct 2022;177:109361. [CrossRef]
  • [19] Sadeghi MZ, Weiland J, Zimmermann J, Schiebahn A, Reisgen U, Schröder KU. Experimental and FE investigations on the influential parameters in positioning and measurement of strain gauges in adhesively bonded single lap joints. Procedia Struct Integr 2020;28:1590–1600. [CrossRef]
  • [20] Casiraghi C, Macucci M, Parvez K, Worsley R, Shin Y, Bronte F, et al. Inkjet printed 2D-crystal based strain gauges on paper. Carbon 2018;129:462–467. [CrossRef]
  • [21] Ren S, Jiang S, Liu H, Zhang W, Li Y. Investigation of strain gauges based on interdigitated Ba0.5Sr0.5TiO3 thin film capacitors. Sens Actuators A Phys 2015;236:159–163. [CrossRef]
  • [22] Enser H, Kulha P, Sell JK, Jakoby B, Hilber W, Straub B, et al. Printed strain gauges embedded in organic coatings. Procedia Eng 2016;168:822–825. [CrossRef]
  • [23] Popplewell H, Carré M, Lewis R. Measurement of finger pad forces and friction using finger nail mounted strain gauges. Wear 2017;376:295–304. [CrossRef]
  • [24] Guo Z, Xu J, Chen Y, Guo Z, Yu P, Liu Y, et al. High-sensitive and stretchable resistive strain gauges: Parametric design and DIW fabrication. Compos Struct 2019;223:110955. [CrossRef]
  • [25] Chadha M, Todd MD. A comprehensive kinematic model of single-manifold Cosserat beam structures with application to a finite strain measurement model for strain gauges. Int J Solids Struct 2019;159:58–76. [CrossRef]
  • [26] Castro HF, Correia V, Pereira N, Costab P, Oliveiraa J, Lanceros-Méndez S. Printed Wheatstone bridge with embedded polymer based piezoresistive sensors for strain sensing applications. Addit Manuf 2018;20:119–125. [CrossRef]
  • [27] Al-Badry LF. Possibility of designing molecular Wheatstone bridge: Electrostatic and conformational. Solid State Commun 2021;331:114297. [CrossRef]
  • [28] Tan X, Lv Y, Zhou X, Song X, Wang Y, Gu G, et al. High performance AlGaN/GaN pressure sensor with a Wheatstone bridge circuit. Microelectron Eng 2020;219:111143. [CrossRef]
  • [29] Ang WC, Kropelnicki P, Tsai JML, Leong KC, Tan CS. Design, simulation and characterization of Wheatstone Bridge structured metal film uncooled microbolometer. Procedia Eng 2014;94:6–13. [CrossRef]
  • [30] Gotszalk T, Grabiec P, Rangelow IW. Calibration and examination of piezoresistive Wheatstone bridge cantilevers for scanning probe microscopy. Ultramicroscopy 2003;97:385–389. [CrossRef]
  • [31] Karode SK, Kulkarni SS. Analysis of transport through thin film composite membranes using an improved Wheatstone bridge resistance model. J Membrane Sci 1997;127:131–140. [CrossRef]
  • [32] Rozumek D, Marciniak Z. Control system of the fatigue stand for material tests under combined bending with torsion loading and experimental results. Mechanical Systems and Signal Processing. 2008;22:1289–1296. [CrossRef]
  • [33] Svete A, Kutin J, Bajsić I. Static and dynamic characteristics of a hydraulic Wheatstone bridge mass flowmeter. Flow Meas Instrum 2009;20.6:264–270. [CrossRef]
  • [34] TecQuipment. SM1009 Strain gauge trainer user guide. Available at: https://www.studocu.com/row/document/bilkent-universitesi/fundamentals-of-mechanical-engineering/sm-1009-strain-gauge-trainer-user-guide/36476430. Accessed on May 15, 2024.
  • [35] Karl H. Applying the wheatstone bridge circuit. Available at: http://eln.teilam.gr/sites/default/files/Wheatstone%20bridge.pdf. Accessed on May 14, 2024.

Investigation of using strain gauge in tension, torsion and bending experiments

Yıl 2024, Cilt: 42 Sayı: 3, 755 - 766, 12.06.2024

Öz

In the engineering approach, the calculation of stress-strain values is crucial for determining the mechanical properties of materials. It is known that stress values could be calculated using the cross-section area, the moment of inertia of the material, and even strain values. However, the experimental determination of strain values is somewhat more complicated. In strain calculation, a video- extensometer and strain gauge are generally utilized. The goal of this study is to determine the strain values of the steel material in the linear region with experimental, theoretical and numerical approaches and to examine the suitability of the use of strain gauges for bending, torsion and tensile tests. Three sets (Tension, Torsion and Bending) were prepared in the experimental approach, and strain values were obtained for each experimental set-up. Furthermore, geometric models similar to experimental design were applied to ANSYS finite element program in numerical analyses. Additionally, the strain values were determined theoretically using the full bridge approach in Wheatstone Bridge Theorem. It is thought that assessing the use of the Wheatstone bridge, examining, and comparing the theoretical approaches of different loadings, modelling the appropriate experimental methods in the finite element program, and getting results, and finally interpreting these results, make a valuable contribution to the literature. The strain values were compared. Accordingly, the mean error values between theoretical and numerical for tensile, bending and torsion tests are 5.17%, 4.23% and 6.26%, respectively. The mean error values between the theoretical-experimental results of the same tests were 7.08%, 3.48% and 4.89%, respectively. Consequently, it was seen that experimental, numerical, and theoretical approaches gave more convergence points for each test.

Kaynakça

  • [1] Theo F, Dietrich M, Gerhard T. Nonsymmetric deformation behavior of lead zirconate titanate determined in bending tests. J Am Ceram Soc 1998;81:269–272. [CrossRef]
  • [2] Talesnick ML, Ringel M. Completing the hollow cylinder methodology for testing of transversely isotropic rocks: torsion testing. Int J Rock Mech Min Sci 1999;36:627–639. [CrossRef]
  • [3] Theo F, Dietrich M, Gerhard T. Multiaxial deformation behavior of PZT from torsion tests. J Am Ceram Soc 2003;86:1427–1429. [CrossRef]
  • [4] Daniel G, Gerrit D, Walter L. Simultaneous measurement of strain and temperature with two resistive strain gauges made from different materials. Procedia Manuf 2018;24:258–263. [CrossRef]
  • [5] Ignakhin VS, Severikov VS, Grishin AM. Tensile and torsional strain gauge based on Fe48Co32P14B6 metallic glass. J Magn Magn Mater 2019;476:382–386. [CrossRef]
  • [6] Çetin M, Turan ME, Aydın F, Sun Y. Residual stress measurement by strain gauge and X-ray diffraction method in different shaped rails. Eng Fail Anal 2019;96:525– 529. [CrossRef]
  • [7] Edwards JR, Gao Z, Wolf HE, Dersch M, Qian Y. Quantification of concrete railway sleeper bending moments using surface strain gauges. Measurement 2017;111:197–207. [CrossRef]
  • [8] Bazán AM, Gálvez JC, Reyes E, Galé-Lamuela D. Study of the rust penetration and circumferential stresses in reinforced concrete at early stages of an accelerated corrosion test by means of combined SEM, EDS and strain gauges. Constr Build Mater 2018;184:655–667. [CrossRef]
  • [9] Tavakolpour-Saleh AR, Setoodeh AR, Gholamzadeh M. A novel multi-component strain-gauge external balance for wind tunnel tests: Simulation and experiment. Sens Actuators A Phys 2016;247:172–186. [CrossRef]
  • [10] Zhou K, Wu ZY. Strain gauge placement optimization for structural performance assessment. Eng Struct 2017;141:184–197. [CrossRef]
  • [11] Cozzolino F, Apicella D, Wang G, Apicella A, Sorrentino R. Implant-to-bone force transmission: A pilot study for in vivo strain gauge measurement technique. J Mech Behav Biomed Mater 2019;90:173–181. [CrossRef]
  • [12] Ferrero C. Thermal and magnetic correlation in apparent strain down to 1.53 K and up to 6 T on strain gauges. Measurement 2018;128:403–409. [CrossRef]
  • [13] Walstrom PL. Strain gauges for superconducting magnet testing. Cryogenics 1980;20:509–512. [CrossRef]
  • [14] Soto AG, Caldentey AP, Peiretti HC, Benitez JC. Experimental behaviour of steel-concrete composite box girders subject bending, shear and torsion. Eng Struct 2020;206:110169. [CrossRef]
  • [15] Iriarte X, Aginaga J, Gainza G, Ros J, Bacaicoa J. Optimal strain-gauge placement for mechanical load estimation in circular cross-section shafts. Measurement 2021;174:108938. [CrossRef]
  • [16] Zeinali E, Nazari A, Showkati H. Experimental-numerical study on lateral-torsional buckling of PFRP beams under pure bending. Compos Struct 2021;237:111925.
  • [17] Wan HX, Huang B, Mahendran M. Experiments and numerical modelling of cold-formed steel beams under bending and torsion. Thin Wall Struct 2021;161:107424. [CrossRef]
  • [18] Chang Y, Wen W, Xu Y, Cui H, Xu Y. Quasi-static mechanical behavior of filament wound composite thin-walled tubes: Tension, torsion, and multi-axial loading. Thin-Wall Struct 2022;177:109361. [CrossRef]
  • [19] Sadeghi MZ, Weiland J, Zimmermann J, Schiebahn A, Reisgen U, Schröder KU. Experimental and FE investigations on the influential parameters in positioning and measurement of strain gauges in adhesively bonded single lap joints. Procedia Struct Integr 2020;28:1590–1600. [CrossRef]
  • [20] Casiraghi C, Macucci M, Parvez K, Worsley R, Shin Y, Bronte F, et al. Inkjet printed 2D-crystal based strain gauges on paper. Carbon 2018;129:462–467. [CrossRef]
  • [21] Ren S, Jiang S, Liu H, Zhang W, Li Y. Investigation of strain gauges based on interdigitated Ba0.5Sr0.5TiO3 thin film capacitors. Sens Actuators A Phys 2015;236:159–163. [CrossRef]
  • [22] Enser H, Kulha P, Sell JK, Jakoby B, Hilber W, Straub B, et al. Printed strain gauges embedded in organic coatings. Procedia Eng 2016;168:822–825. [CrossRef]
  • [23] Popplewell H, Carré M, Lewis R. Measurement of finger pad forces and friction using finger nail mounted strain gauges. Wear 2017;376:295–304. [CrossRef]
  • [24] Guo Z, Xu J, Chen Y, Guo Z, Yu P, Liu Y, et al. High-sensitive and stretchable resistive strain gauges: Parametric design and DIW fabrication. Compos Struct 2019;223:110955. [CrossRef]
  • [25] Chadha M, Todd MD. A comprehensive kinematic model of single-manifold Cosserat beam structures with application to a finite strain measurement model for strain gauges. Int J Solids Struct 2019;159:58–76. [CrossRef]
  • [26] Castro HF, Correia V, Pereira N, Costab P, Oliveiraa J, Lanceros-Méndez S. Printed Wheatstone bridge with embedded polymer based piezoresistive sensors for strain sensing applications. Addit Manuf 2018;20:119–125. [CrossRef]
  • [27] Al-Badry LF. Possibility of designing molecular Wheatstone bridge: Electrostatic and conformational. Solid State Commun 2021;331:114297. [CrossRef]
  • [28] Tan X, Lv Y, Zhou X, Song X, Wang Y, Gu G, et al. High performance AlGaN/GaN pressure sensor with a Wheatstone bridge circuit. Microelectron Eng 2020;219:111143. [CrossRef]
  • [29] Ang WC, Kropelnicki P, Tsai JML, Leong KC, Tan CS. Design, simulation and characterization of Wheatstone Bridge structured metal film uncooled microbolometer. Procedia Eng 2014;94:6–13. [CrossRef]
  • [30] Gotszalk T, Grabiec P, Rangelow IW. Calibration and examination of piezoresistive Wheatstone bridge cantilevers for scanning probe microscopy. Ultramicroscopy 2003;97:385–389. [CrossRef]
  • [31] Karode SK, Kulkarni SS. Analysis of transport through thin film composite membranes using an improved Wheatstone bridge resistance model. J Membrane Sci 1997;127:131–140. [CrossRef]
  • [32] Rozumek D, Marciniak Z. Control system of the fatigue stand for material tests under combined bending with torsion loading and experimental results. Mechanical Systems and Signal Processing. 2008;22:1289–1296. [CrossRef]
  • [33] Svete A, Kutin J, Bajsić I. Static and dynamic characteristics of a hydraulic Wheatstone bridge mass flowmeter. Flow Meas Instrum 2009;20.6:264–270. [CrossRef]
  • [34] TecQuipment. SM1009 Strain gauge trainer user guide. Available at: https://www.studocu.com/row/document/bilkent-universitesi/fundamentals-of-mechanical-engineering/sm-1009-strain-gauge-trainer-user-guide/36476430. Accessed on May 15, 2024.
  • [35] Karl H. Applying the wheatstone bridge circuit. Available at: http://eln.teilam.gr/sites/default/files/Wheatstone%20bridge.pdf. Accessed on May 14, 2024.
Toplam 35 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Yapısal Biyoloji
Bölüm Research Articles
Yazarlar

Billur Kaner

Kerem Asmaz

Yayımlanma Tarihi 12 Haziran 2024
Gönderilme Tarihi 30 Mayıs 2022
Yayımlandığı Sayı Yıl 2024 Cilt: 42 Sayı: 3

Kaynak Göster

Vancouver Kaner B, Asmaz K. Investigation of using strain gauge in tension, torsion and bending experiments. SIGMA. 2024;42(3):755-66.

IMPORTANT NOTE: JOURNAL SUBMISSION LINK https://eds.yildiz.edu.tr/sigma/