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Journal articles on the topic 'Steel hall'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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1

Sarangi, Soumya Sourav, and Avala Lavakumar. "Application of Rietveld Refinement and Williamson Hall Analysis in Ultra-Low Carbon to High Carbon Steels." Materials Science Forum 969 (August 2019): 3–8. http://dx.doi.org/10.4028/www.scientific.net/msf.969.3.

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Current study deals with the microstructural characterization of five different plates of steel with carbon concentration ranging from ultra-low to moderately high. Phase analysis was carried out using XRD technique. The XRD results were analyzed through Rietveld refinement and Williamson Hall plots. Rietveld refinement was carried out to understand the effect of carbon concentration on the lattice parameters of the above steel samples in as-received condition and also after deformation under uni-axial tensile loading. Lattice parameters obtained from refinement showed the strong dependence on

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2

de las Cuevas, F., Mónica Reis, A. Ferraiuolo, et al. "Hall-Petch Relationship of a TWIP Steel." Key Engineering Materials 423 (December 2009): 147–52. http://dx.doi.org/10.4028/www.scientific.net/kem.423.147.

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The grain size dependence of the tensile properties of a TWIP steel has been determined for a wide range of grain sizes obtained by grain growth after complete recrystallization of cold rolled material. The near-linear stress-strain behaviour typical of either TWIP steels or other materials that deform by twinning has been observed, the work hardening rate being larger for the smaller grain sizes. The Hall-Petch slope increases as a function of strain, from 350 MPa μm1/2 for the yield stress to 630 MPa μm1/2 for the maximum uniform strain in the tensile tests, ε  0.40. Profuse twinning is obs

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3

Takaki, Setsuo. "Review on the Hall-Petch Relation in Ferritic Steel." Materials Science Forum 654-656 (June 2010): 11–16. http://dx.doi.org/10.4028/www.scientific.net/msf.654-656.11.

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Yielding of polycrystalline low carbon steel is characterized by a clear yield point followed by unstable Lüders deformation and such a yielding behavior is taken over to fine grained steel with the grain size of 1μm or less. Yield strength of ferritic steel is increased with grain refinement standing on the Hall-Petch relation. The following equation is realized up to 0.2μm grain size in the relation between yield strength y and grain size d: y [MPa]= 100+600×d[μm]-1/2. In low carbon steel, it might be concluded that the Hall-Petch coefficient (ky) is around 600MPa•μm1/2. However, the ky va

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4

Takaki, Setsuo. "Effect of Carbon and Nitrogen on the Hall-Petch Coefficient of Ferritic Iron (Review on the Hall-Petch Relation in Ferritic Iron)." Materials Science Forum 638-642 (January 2010): 168–73. http://dx.doi.org/10.4028/www.scientific.net/msf.638-642.168.

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Grain size dependence of yield strength was reviewed for polycrystalline ferritic iron and low carbon steel. Yielding of polycrystalline low carbon steels was characterized by a clear yield point (upper yield point) and such a yielding behavior is taken over to ultra fine grained steel with the grain size below 1m. Yield strength (y) of polycrystalline low carbon steels obeys the Hall-Petch relation: y[MPa]=+600×d[m]-1/2 . The Hall-Petch coefficient ky is around 600 MPa･m1/2 for the commercial low carbon steels but it is lowered to about 100 MPa･m1/2 for interstitial fee steel. Beside

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5

Hironaka, Akira, Nobuo Nakada, Toshihiro Tsuchiyama, and Setsuo Takaki. "Influence of Chromium on the Hall-Petch Coefficient in Ferritic Steel." Materials Science Forum 706-709 (January 2012): 2130–33. http://dx.doi.org/10.4028/www.scientific.net/msf.706-709.2130.

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In ferritic stainless steels, the amount of Cr is moderately controlled to have good corrosion resistance in applied environment. However, it also affects the yield strength of ferritic stainless steels through solid solution strengthening and grain refinement strengthening. Until now, some researches have been performed using commercial stainless steels but the obtained results contain the effect of solute interstitials (C and N). In this paper, the influence of Cr on the above both strengthening mechanism was discussed by using interstitial free ferritic stainless steel in which carbon and n

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6

Takaki, Setsuo. "Influence of Alloying Elements on the Hall-Petch Coefficient in Ferritic Steel." Materials Science Forum 706-709 (January 2012): 181–85. http://dx.doi.org/10.4028/www.scientific.net/msf.706-709.181.

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Yield strength of ferritic steel increases with grain refinement standing on the Hall-Petch relation. In low carbon ferritic steels, the following relation is established between yield strength σy and grain size d: σy [MPa]= 100+600/√d [μm]. The Hall-Petch coefficient of interstitial free steels is substantially small as 0.15MPa·√m but it can be greatly increased by the existence of small amount of solute carbon less than 60ppm. As for the effect of substitutional elements such as Cr and P, some papers reports fairly large influence to the Hall-Petch coefficient of ferritic iron. However, the

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7

Ueji, Rintaro, Kenji Harada, Noriyuki Tsuchida, and Kazutoshi Kunishige. "High Speed Deformation of Ultrafine Grained TWIP Steel." Materials Science Forum 561-565 (October 2007): 107–10. http://dx.doi.org/10.4028/www.scientific.net/msf.561-565.107.

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Tensile properties of twinning induced plasticity (TWIP) steels (31%Mn-3%Al-3%Si-Fe) with various mean grain sizes ranging from ultrafine grain size (1.1μm) to conventional one (35.5μm) at a wide range of strain rates from 10-3sec-1 to 103sec-1 were studied. The ultrafine grained TWIP steel exhibits a large work hardening and keeps an adequate elongation at any strain rate. The strength held to the Hall-Petch relationship at each strain rate and the Hall-Petch slopes do not change largely.

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8

Yang, Ling Ling, Tatsuya Nakagaito, Yoshimasa Funakawa, and Katsumi Kojima. "Change in Yield Strength of Nb-Bearing Ultra-Low Carbon Steels by Temper-Rolling." Materials Science Forum 941 (December 2018): 230–35. http://dx.doi.org/10.4028/www.scientific.net/msf.941.230.

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Yield strength of low carbon mild steel decreases when temper-rolling is applied to release yield point elongation. Generally mobile dislocation used to be considered as the cause of the YS lowering. However from Bailey-Hirsch theory, strength should be higher with temper-rolling because of the increase of dislocation density. To newly explain the lowering yield strength by temper-rolling, standing at the point that a few ppm carbon change Hall-Petch coefficient , decrease in yield strength by temper-rolling is investigated using an ultra-low carbon steel. Yield strength of steel with the smal

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9

Jermoljev, D. "Bratislava M.R. Štefánik Airport Terminal Hall Steel Structure." Procedia Engineering 40 (2012): 165–70. http://dx.doi.org/10.1016/j.proeng.2012.07.074.

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10

Angelopoulos, S., D. Misiaris, G. Banis, et al. "Steel health monitoring device based on Hall sensors." Journal of Magnetism and Magnetic Materials 515 (December 2020): 167304. http://dx.doi.org/10.1016/j.jmmm.2020.167304.

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11

He, Rong Kai, and Hu Meng. "Research on Measuring Method of the Thickness of Quartz Bulb Shell Based on Hall Effect." Advanced Materials Research 503-504 (April 2012): 1369–74. http://dx.doi.org/10.4028/www.scientific.net/amr.503-504.1369.

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The hall sensor based on Hall Effect is in direct proportional to hall voltage produced under different magnetic field intensity, and the measuring probe designed according to principle of Hall Effect is used to measure the thickness of metal halide lamp arc tube quartz bulb shell. It is required to place magnetic steel ball in the bulb, the distance between the magnetic steel ball and probe is the thickness of bulb shell, which is in direct proportional to hall voltage produced by hall sensor in the magnetic field of magnetic steel ball. It is required to make use of single-chip machine, A/D

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12

Zhang, Xiaodan, Niels Hansen, Yukui Gao, and Xiaoxu Huang. "Hall–Petch and dislocation strengthening in graded nanostructured steel." Acta Materialia 60, no. 16 (2012): 5933–43. http://dx.doi.org/10.1016/j.actamat.2012.07.037.

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13

Jasinska, Dorota, Joanna M. Dulinska, and Pawel Boron. "Influence of Spatial Variability of Seismic Shock on Steel Hall with Experimentally Determined Elasto-Plastic Parameters of Steel Material." Applied Mechanics and Materials 744-746 (March 2015): 884–89. http://dx.doi.org/10.4028/www.scientific.net/amm.744-746.884.

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In the paper the influence of spatial variability of a seismic shock on an industrial steel hall was examined. Different models of seismic excitation were introduced. Firstly, a uniform seismic excitation model was applied, assuming identical motion of all supports of the hall. Then, a non-uniform excitation model was implemented. In that model subsequent points of the ground in the direction of wave propagation repeat the same motion with a certain time delay dependent on the wave velocity. Two direction of the wave passage were assumed: longitudinal (along the longer side of the hall) and tr

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14

Yu, Seong-Goo, Tae-Sung Jeong, and Shin Kim. "THE STAINLESS STEEL CROWN RESTORATION OF CARIOUS PRIMARY MOLARS WITH HALL TECHNIQUE : A CASE REPORT." JOURNAL OF THE KOREAN ACADEMY OF PEDTATRIC DENTISTRY 39, no. 2 (2012): 199–205. http://dx.doi.org/10.5933/jkapd.2012.39.2.199.

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15

Fujihara, M., Nobuo Nakada, T. Tsuchiyama, and Setsuo Takaki. "Effect of Grain Boundary Segregation of Phoshorus on the Hall-Petch Coefficient of Ferritic Iron." Materials Science Forum 638-642 (January 2010): 3212–17. http://dx.doi.org/10.4028/www.scientific.net/msf.638-642.3212.

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In IF steel without interstitials, the Hall-Petch coefficient (ky) is low as about 100 MPa･μm1/2 but it is enhnced by adding some alloying elements. Author et al. has already reported that a small amount of carbon increases ky greatly while nitrogen does not give influence so much. On the other hand, it is already known that phosphorus has a tendency to segregate at grain boundary of polycrystalline ferritic iron and that phosphorus also gives some influence to ky. However, the effect of carbon is not considered on the evaluation of ky in steels containing phosphorus. In this study, effect of

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16

Liu, M. Y., B. Shi, C. Wang, S. K. Ji, X. Cai, and H. W. Song. "Normal Hall–Petch behavior of mild steel with submicron grains." Materials Letters 57, no. 19 (2003): 2798–802. http://dx.doi.org/10.1016/s0167-577x(02)01377-0.

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17

Nakada, Nobuo, Masaru Fujihara, Toshihiro Tsuchiyama, and Setsuo Takaki. "Effect of Phosphorus on Hall-Petch Coefficient in Ferritic Steel." ISIJ International 51, no. 7 (2011): 1169–73. http://dx.doi.org/10.2355/isijinternational.51.1169.

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18

Wang, Er Lei. "Application of Cast Steel Joint in Steel Structure Project of Big-Span Space." Applied Mechanics and Materials 878 (February 2018): 84–88. http://dx.doi.org/10.4028/www.scientific.net/amm.878.84.

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Cast steel node is a new type of structure joint developed with the application of large-span steel space structure. The stress distribution is discussed of cast steel nodes under three-dimension load by the use of FEM, in the space grid structure of maintenance hall. By the measurement, the stress on the surface of the cast steel node under design load is obtained. Combined with the test on-the-spot and computation, the result proves FEM result.

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19

He, Chuan Kai, Hui Yuan Li, and Xi Zhou Lv. "Comparison of Structural Support Schemes for Forestage Lighting Gallery in Lecture Hall." Applied Mechanics and Materials 533 (February 2014): 199–204. http://dx.doi.org/10.4028/www.scientific.net/amm.533.199.

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This study proposes three structural support schemes for a forestage lighting gallery in a steel truss structure transformed into a lecture hall. The advantages and disadvantages of these schemes are analyzed and compared in terms of structural safety, disturbance implications, and professional cooperation on architectural decoration. A separate light steel frame supporting the forestage lighting gallery has more advantages than only the original truss components and is thus more suitable for the project. The three schemes are compared for the reference of designers confronting similar problem

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20

Ludwig, Kevin H., Margherita Fontana, LaQuia A. Vinson, Jeffrey A. Platt, and Jeffrey A. Dean. "The success of stainless steel crowns placed with the Hall technique." Journal of the American Dental Association 145, no. 12 (2014): 1248–53. http://dx.doi.org/10.14219/jada.2014.89.

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21

Singh, K. K., S. Sangal, and G. S. Murty. "Hall–Petch behaviour of 316L austenitic stainless steel at room temperature." Materials Science and Technology 18, no. 2 (2002): 165–72. http://dx.doi.org/10.1179/026708301125000384.

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22

Singh, K. K., S. Sangal, and G. S. Murty. "Hall-Petch behaviour of 316L austenitic stainless steel at elevated temperatures." Materials Science and Technology 18, no. 10 (2002): 1168–78. http://dx.doi.org/10.1179/026708302225005927.

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23

Kalwa, E., and K. Piekarski. "Design of Hall-effect sensors for magnetic testing of steel ropes." NDT International 20, no. 5 (1987): 295–301. http://dx.doi.org/10.1016/0308-9126(87)90448-2.

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24

Kalwa, E. "Design of Hall-effect sensors for magnetic testing of steel ropes." NDT & E International 20, no. 5 (1987): 295–301. http://dx.doi.org/10.1016/0963-8695(87)90284-2.

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25

Kalwa, E., and K. Piekarski. "Design of Hall-effect sensors for magnetic testing of steel ropes." NDT & E International 24, no. 6 (1991): 328. http://dx.doi.org/10.1016/0963-8695(91)90105-c.

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26

Rajasekhara, S., P. J. Ferreira, L. P. Karjalainen, and A. Kyröläinen. "Hall–Petch Behavior in Ultra-Fine-Grained AISI 301LN Stainless Steel." Metallurgical and Materials Transactions A 38, no. 6 (2007): 1202–10. http://dx.doi.org/10.1007/s11661-007-9143-4.

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27

Ohmura, T., K. Tsuzaki, N. Tsuji, and N. Kamikawa. "Matrix strength evaluation of ultra-fine grained steel by nanoindentation." Journal of Materials Research 19, no. 1 (2004): 347–50. http://dx.doi.org/10.1557/jmr.2004.19.1.347.

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Nanoindentation was performed to evaluate the matrix strength of the ultra-fine grained steel produced by accumulative roll-bonding and subsequently annealed. The nanohardness, associated with the matrix strength, decreases with increasing annealing temperature. Because the matrix strength corresponds to the first term σ0 of the Hall–Petch relation, this result suggests that the σ0 might not be constant for these steels between various grain sizes. Therefore, it is suggested that the change of the macroscopic strength during annealing is dominated by not only the grain coarsening leading to a

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28

Biegus, Antoni. "Cause of prior-failure technical states of purlins in steel halls." Budownictwo i Architektura 12, no. 2 (2013): 173–80. http://dx.doi.org/10.35784/bud-arch.2118.

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In the exanimated steel hall, the system of purlins made of Z cold-formed profiles and bar ties was used. A periodic inspection of the technical state of the hall reveals some deformations, bends and torsion of purlins and buckling of ties. The results of tests on the resistance and rigidity of the roof covering structure, carried out to clarify the causes of described state were performed.

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29

Zhou, Xue Jun, Rong Qian Yang, Xiao Ma, and Yuan Xu. "Health Monitoring Technology in Steel Structure Engineering of Jinan Grand Theatre Concert Hall." Applied Mechanics and Materials 578-579 (July 2014): 1183–89. http://dx.doi.org/10.4028/www.scientific.net/amm.578-579.1183.

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Complex structural patterns and behaviors promote hot researches of health monitoring technology to large-span steel structures all over the world. Health monitoring to key parts of large-span steel structures during construction and service processes grasp the stress situation, which can ensure the safety of the structure. In this paper, self-developed health monitoring system which use vibrating wire sensor, had been developed to monitor Jinan Grand Theatre Concert Hall. The monitoring results show that there is no significant damage occurred in monitoring positions, which proves a reasonabl

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30

Woźniczka, P. "Performance-Based Analysis of Older-Type Large-Space Hall in Fire." Archives of Civil Engineering 65, no. 1 (2019): 17–29. http://dx.doi.org/10.2478/ace-2019-0002.

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AbstractThe paper presents the example of performance-based analysis for the existing large-space steel structure raised in 1980s. Hall is used as a paper products warehouse. Advanced mechanical simulations are performed using Safir software. Factors that impact the final fire resistance of the structure are discussed. Local and global imperfections and possible ways of structure modelling are taken into account. For selected cases advanced fire scenario that considers both localised fire and possibility of further ignition of stored goods is prepared using Fire Dynamics Simulation software. T

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31

Dulinska, Joanna M., and Pawel Boron. "Changes of Natural Frequencies of Industrial Steel Hall due to Simplifications of Numerical Model." Advanced Materials Research 790 (September 2013): 16–20. http://dx.doi.org/10.4028/www.scientific.net/amr.790.16.

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The paper presents changes of natural frequencies of industrial steel hall due to simplifications or changes of numerical model. Firstly, the natural frequencies were calculated for basic Variant A of the numerical model of the steel hall which consisted of the main frames, footings, roof purlins and girts. In this Variant columns were fixed at bases, both purlins and girts were rigidly connected to main frames and designed as continuous beams. Then, in Variant B of the model columns were pinned at bases. Next, in Variant C different types of connections (semi-flexible joints) of roof purlins

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32

Yin, Fei, Gary J. Cheng, Rong Xu, et al. "Ultrastrong nanocrystalline stainless steel and its Hall-Petch relationship in the nanoscale." Scripta Materialia 155 (October 2018): 26–31. http://dx.doi.org/10.1016/j.scriptamat.2018.06.014.

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33

Vanggaard, Ole, Hans Chr Weidemann, and Peter Madsen Nordestgaard. "College of Falkonergården, Frederiksberg, Denmark: Structural and architecturally innovative multifunctional steel hall." ce/papers 3, no. 3-4 (2019): 169–74. http://dx.doi.org/10.1002/cepa.1043.

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34

Chen, Fan, Wendong Wan, Yibo Fan, and Xiaohai Qi. "Finite element analysis of typical fastener type full hall steel tubular scaffolds." IOP Conference Series: Earth and Environmental Science 634 (February 5, 2021): 012095. http://dx.doi.org/10.1088/1755-1315/634/1/012095.

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35

Ren, Haibo. "Research on the Structural Design of Academic Report Complex Building in a University." E3S Web of Conferences 293 (2021): 02006. http://dx.doi.org/10.1051/e3sconf/202129302006.

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This project is the construction project of the academic report comprehensive building of the Central Youth League School. The main function of the project is the academic report room, including an 800-person lecture hall, a 300-person multi-function lecture hall, a 500-person multi-function lecture hall, an exhibition hall, etc., and three underground floors. There are three floors above the ground, and one floor is partially high. There are 12.8, 13.8, 15.7, 18.2, 18.6, 20.8, 27.8 meters in the sub-regions of the roof structure elevation. This article introduces the structural system, the ju

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36

Yoshino, Masataka, and Chikara Kami. "Influence of Grain Size on Work-Hardening Behavior in 12Cr Stainless Steel." Materials Science Forum 879 (November 2016): 2228–33. http://dx.doi.org/10.4028/www.scientific.net/msf.879.2228.

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Grain refinement is attracting attention as a strengthening method which does not depend on the alloying elements added to steels. Many reports have described the manufacturing methods and mechanical properties of ultra-fine grained steels. In ultra-fine grained steels, it is well known that yielding stress drastically increases in accordance with the Hall-Petch relationship, while uniform elongation significantly decreases. These tendencies imply that grain size affects not only yielding but also work-hardening behavior. However, the influence of grain size on work-hardening behavior has not

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37

Yang, Wei Jun, Yao Li, and Fu Zhong Chen. "Construction Technology Analysis of Space Heterotypic Steel Frame of Concert Hall in Changsha." Applied Mechanics and Materials 94-96 (September 2011): 416–20. http://dx.doi.org/10.4028/www.scientific.net/amm.94-96.416.

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Many heterotypic steel frames with special-shaped are used in the concert of Changsha. It causes difficulties to the construction technology. Based on the characteristic, It is studied the construction process, then put forward the subsection lifting technique, applied energy analysis method for lifting point and used finite element analysis for supporting system. At the same time, it is used measuring robot 3d positioning method and elaborated the operation points, At last, it is analyzed the welding technology. All of these provide guarantee to the smooth construction.

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38

Kashyap, B. "Hall-Petch relationship and substructural evolution in boron containing type 316L stainless steel." Acta Materialia 45, no. 6 (1997): 2383–95. http://dx.doi.org/10.1016/s1359-6454(96)00341-2.

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39

Vanggaard, Ole, Hans Chr Weidemann, and Peter Madsen Nordestgaard. "19.08: College of Falkonergården, Frederiksberg, Denmark: Structural and architecturally innovative multifunctional steel hall." ce/papers 1, no. 2-3 (2017): 4477–85. http://dx.doi.org/10.1002/cepa.507.

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40

Hradil, Petr, Asko Talja, Viorel Ungureanu, Heli Koukkari, and Ludovic Fülöp. "21.03: Reusability indicator for steel-framed buildings and application for an industrial hall." ce/papers 1, no. 2-3 (2017): 4512–21. http://dx.doi.org/10.1002/cepa.511.

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41

Hotała, E., and K. Rykaluk. "Failure state of steel roof structure of the show-sports hall during assembly." Archives of Civil and Mechanical Engineering 12, no. 1 (2012): 41–48. http://dx.doi.org/10.1016/j.acme.2012.03.001.

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42

Kashyap, B. P., and K. Tangri. "On the Hall-Petch relationship and substructural evolution in type 316L stainless steel." Acta Metallurgica et Materialia 43, no. 11 (1995): 3971–81. http://dx.doi.org/10.1016/0956-7151(95)00110-h.

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43

Kashyap, B. P., and K. Tangri. "On the Hall-Petch relationship in type 316L stainless steel at room temperature." Scripta Metallurgica et Materialia 24, no. 9 (1990): 1777–82. http://dx.doi.org/10.1016/0956-716x(90)90545-r.

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44

Zhang, Jing, Xu, Zhan, and Tan. "A Sensor for Broken Wire Detection of Steel Wire Ropes Based on the Magnetic Concentrating Principle." Sensors 19, no. 17 (2019): 3763. http://dx.doi.org/10.3390/s19173763.

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Electromagnetic testing is the most widely used technique for the inspection of steel wire ropes. As one of the electromagnetic detecting approaches, the magnetic flux leakage (MFL) method has the best effect for the detection of broken wires. However, existing sensors based on MFL method still have some problems. (1) The size of the permanent magnet exciter is usually designed according to experience or rough calculation, and there is not enough depth analysis for its excitation performance; (2) Since the detectable angular range for a single Hall component is limited, Hall sensor arrays are

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45

Bargujer, S. S., N. M. Suri, and R. M. Belokar. "X-ray Diffraction Analysis of Severely Cold Deformed Hypereutectoid Steel Wire." Defence Science Journal 65, no. 6 (2015): 500. http://dx.doi.org/10.14429/dsj.65.8385.

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<p>Hypereutectoid steel wire rod of diameter 6.40 mm is lead patented in lead bath of an electric powered furnace and then it is cold drawn through converging conical dies in a die sequence up to 2.50 mm diameter. The drawn wires subjected to different true strain are analysed using line profile X-ray diffraction methods. The classical Williamson-Hall plot as well as modified Williamson-Hall plot of drawn wire specimens of different true strain is plotted. The theoretical as well as experimental value of q is evaluated. The q is a parameter which depends up on elastic constant of the cry

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46

Van Bogaert, Philippe. "Load-Carrying Capacity of the early age Steel Ghent Floralia Exposition Hall/Tragverhalten der Floralia-Ausstellungs- halle des frühen Stahlzeitalters." Bauingenieur 95, no. 05 (2020): 174–79. http://dx.doi.org/10.37544/0005-6650-2020-05-44.

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ABSTRACT The Floraliahall in Ghent was built during 1912 and 1913 as part of a series of large infrastructure works for the world exposition of 1913. The main structure of the hall consists of 18 portal frames having three spans of 10.16 m, 40.18 m and 10.16 m. The upper part of the structure is highly slender. Adversely to the customary concepts of 100 years ago, the lighter frames at 7.45 m distance, are hinged twice at the springs, whereas the more heavy frames, at 15 m distance, are completely clamped at their base. In addition, measurements show that cross-sections of compressed parts hav

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47

Zhong, Xiao Yong, and Xiao Hong Zhang. "Research of On-Line Detection Apparatus for Industrial Steel Wire Rope." Applied Mechanics and Materials 48-49 (February 2011): 924–27. http://dx.doi.org/10.4028/www.scientific.net/amm.48-49.924.

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A new type of steel wire rope non destructive evaluation (NDE) apparatus is presented. It is composed of Hall sensor and signal processing system based on embedded micro processor. The apparatus detects flaws of steel wire rope real-time and on-line. The detection principle, hardware structure and software design of the apparatus are introduced. Examples of the application are given. The experiment results show that quantitatively defect detection of steel wire rope is attained. The apparatus can also be used for the test of the ferromagnetic bars.

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48

Okamoto, Riki, Toshimitsu Asou, and Hiroyuki Okada. "Development of Hot-rolled 780 MPa Class Steel Sheet with Excellent Hall-expansion Ratio." Materia Japan 51, no. 1 (2012): 28–30. http://dx.doi.org/10.2320/materia.51.28.

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Lehto, Pauli, Heikki Remes, Tapio Saukkonen, Hannu Hänninen, and Jani Romanoff. "Influence of grain size distribution on the Hall–Petch relationship of welded structural steel." Materials Science and Engineering: A 592 (January 2014): 28–39. http://dx.doi.org/10.1016/j.msea.2013.10.094.

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Hirota, Noriaki, Fuxing Yin, Tsukasa Azuma, and Tadanobu Inoue. "Yield stress of duplex stainless steel specimens estimated using a compound Hall–Petch equation." Science and Technology of Advanced Materials 11, no. 2 (2010): 025004. http://dx.doi.org/10.1088/1468-6996/11/2/025004.

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