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Journal articles on the topic 'Test load'

Author: Grafiati

Published: 8 September 2021

Last updated: 2 February 2022

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1

Verma, Harsh, Arun Krishnan, and Sivasubramanian S. "Analytics Performance Load Test." International Journal of Computer Applications 176, no. 2 (2017): 10–13. http://dx.doi.org/10.5120/ijca2017915532.

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2

Kim, Seung-Ho, Kwon-Ick Ha, Jin-Hwan Ahn, Sang-Hyun Kim, and Hee-Joon Choi. "Biceps load test II." Arthroscopy: The Journal of Arthroscopic & Related Surgery 17, no. 2 (2001): 160–64. http://dx.doi.org/10.1053/jars.2001.20665.

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3

Norbury, D. R. "The Point Load Test." Geological Society, London, Engineering Geology Special Publications 2, no. 1 (1986): 325–29. http://dx.doi.org/10.1144/gsl.1986.002.01.56.

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AbstractIn the twelve years since the paint load test was introduced, much experience has been gained in its use. This paper reviews published papers reporting constructive criticism of test procedures and case histories.

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4

Francis, Diane P., K. Michael Peddecord, Louise K. Hofherr, J. Rex Astles, and William O. Schalla. "Viral Load Test Reports." Archives of Pathology & Laboratory Medicine 125, no. 12 (2001): 1546–54. http://dx.doi.org/10.5858/2001-125-1546-vltr.

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Abstract Context.— Human immunodeficiency virus (HIV) RNA testing (viral load testing) is increasingly important in the care of patients infected with HIV-1 to determine when to initiate, monitor, and change antiretroviral therapy. Patient viral load testing information is communicated to the clinician through the laboratory test report. Objectives.—To examine the format and information used in reporting viral load testing results and determine the clarity of the information provided in these reports. Design.—Patient test reports with all personal identifiers removed were requested of viral lo

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5

Kwon, Oh Sung, Yongkyu Choi, Ohkyun Kwon, and Myoung Mo Kim. "Comparison of the Bidirectional Load Test with the Top-Down Load Test." Transportation Research Record: Journal of the Transportation Research Board 1936, no. 1 (2005): 108–16. http://dx.doi.org/10.1177/0361198105193600113.

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For the past decade, the Osterberg testing method (O-cell test) has been proved advantageous over the conventional pile load testing method in many aspects. However, because the O-cell test uses a loading mechanism entirely different from that of the conventional pile loading testing method, many investigators and practicing engineers have been concerned that the O-cell test would give inaccurate results, especially about the pile head settlement behavior. Therefore, a bidirectional load test using the Osterberg method and the conventional top-down load test were executed on 1.5-m diameter cas

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6

Bradshaw, A. S. "Pile load transfer from static load test inversion." DFI Journal - The Journal of the Deep Foundations Institute 10, no. 1 (2016): 34–40. http://dx.doi.org/10.1080/19375247.2016.1148373.

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7

Prekop, Ľubomír. "Modelling the pile load test." MATEC Web of Conferences 107 (2017): 00033. http://dx.doi.org/10.1051/matecconf/201710700033.

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8

Schmertmann, John H. "Conical Test Load Measuring Compressibility." Journal of Geotechnical Engineering 119, no. 5 (1993): 965–71. http://dx.doi.org/10.1061/(asce)0733-9410(1993)119:5(965).

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9

Sood, Manu R., Lenore M. Schwankovsky, Anita Rowhani, et al. "Water Load Test in Children." Journal of Pediatric Gastroenterology and Nutrition 35, no. 2 (2002): 199–201. http://dx.doi.org/10.1097/00005176-200208000-00017.

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10

Kato, Kazushi, Osamu Kusakabe, and Tatsunori Matsumoto. "Characteristics of Rapid Load Test Appeared in Various Piles-Case of Statnamic Load Test." Doboku Gakkai Ronbunshu, no. 589 (1998): 155–66. http://dx.doi.org/10.2208/jscej.1998.589_155.

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11

Marek, Szafranski. "The influence of railway vehicle modeling approach on the dynamic response of a bridge span." Transportation Overview - Przeglad Komunikacyjny 2019, no. 10 (2019): 13–23. http://dx.doi.org/10.35117/test.

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The paper presents the results of numerical analysis and in-situ measurements of two railway bridge spans subjected to an action of moving vehicles. The railway vehicle is introduced using four simplified load models: series of concentrated forces, series of lumped masses and series of single-mass and two-mass oscillators. Numerical simulations are performed using FE method. The dynamic parameters of the vehicle and the bridge models are determined on the basis of modal identification results of existing structures – EN57 traction unit and steel bridges of 10 and 30 m theoretical span length.

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12

Zhang, Jun, Zi Wen Zhou, Xiao Lu Ni, Hao Chen, and Peng Cheng Zhu. "Modal Test on an External Prestressed Steel Beam." Advanced Materials Research 446-449 (January 2012): 3123–27. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.3123.

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Modal experiments are present to study dynamic behaviors of an external prestressed steel beam. The impact testing is introduced, when the input is fixed and FRFs are measured for multiple outs. Modal results indicate that the modal shape will increase when external prestressed load exists; the first order frequency of external prestressed load on the beam is higher than that of no load, but the amount of loads have little influence on the value of damping coefficients and the first order frequency; and there are denser frequencies with lager external prestressed load.

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13

Yu, Tian Lai, Xiao Long Sun, and Su Feng Zhang. "Analysis of Integral Abutment Bridge Static Load Test." Applied Mechanics and Materials 361-363 (August 2013): 1406–13. http://dx.doi.org/10.4028/www.scientific.net/amm.361-363.1406.

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In order to understand the form of deformation and stress characteristics of the integral abutment bridge structures under the loads, this paper bases on Fuyu industrial park crossing bridge, through test vehicle load simulating design load, does a static load test for the bridge, and with the aid of theoretical method to simulate the interaction of pile and soil, builds finite element model, compares between measured and theoretical values of deflection and stress, gets that, the bridge bearing capacity and stiffness is bigger, with sufficient safety reserves.

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14

Tulebekova, A., A. Zhussupbekov, Ye Ashkey, and A. Zhankina. "Features of static pile load test." BULLETIN of L.N. Gumilyov Eurasian National University. Technical Science and Technology Series 134, no. 1 (2021): 30–38. http://dx.doi.org/10.32523/2616-7263-2021-134-1-30-38.

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Pile foundations are commonly used in engineering practice to transfer the loads from heavy structures such as high-rise buildings to competent soil strata. In this manner, such complications as unfavorable geological conditions, compressible soil layers, and high levels of groundwater are avoided. Different types of piles are used in construction work. The specific type of pile used depends on the type of loading, the foundation soil, and the location of the groundwater table. The technical progress of large, bored piles and the continuous improvements of construction procedures and piling eq

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15

Zhu, Linbo, Yongsheng Zhu, and Yuping Yan. "Methods to test and generate the wear load spectrum of journal bearing in concrete pump." Advances in Mechanical Engineering 13, no. 4 (2021): 168781402110077. http://dx.doi.org/10.1177/16878140211007716.

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Load spectrum is the basis of wear analysis and life prediction in journal bearing. This paper proposed a method to generate the wear load spectrum from the measured loads that avoiding the errors introduced by the assumptions of traditional constant load. An axle pin load sensor that can recognize the load value and its orientation is developed to test the original wear loads of journal bearing in a concrete pump under working conditions. The interactive influence of perpendicular components in the measured loads is involved by introducing two effect coefficients. Subsequently, the amplitude

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16

Dzagov, A. M. "Refinement of Test Static-Load Test Procedure for Piles." Soil Mechanics and Foundation Engineering 41, no. 4 (2004): 146–49. http://dx.doi.org/10.1023/b:smaf.0000046047.95113.03.

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17

Jin, Juan, and Seung-Kyou Choi. "Operation Method of a Load Test Device Using an Energy Storage System for Site Acceptance Test of a Fire-Fighting Emergency Generator." Energies 14, no. 17 (2021): 5395. http://dx.doi.org/10.3390/en14175395.

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Emergency generators are important facilities that supply emergency power to fire-fighting facilities in the event of a power outage. Accordingly, a load test of the emergency generator should be performed by cutting off the power source of the fire-fighting target in order to accurately confirm the performance and condition of the emergency generator in normal circumstances. However, the test has usually been carried out without loads due to serious problems, which are caused by a shutdown of the power source for the load test of emergency generators, such as the shutdown of emergency load, e

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18

Sutar, Santosh Shashikant. "Likelihood Ratio Test and Non-parametric Test for Load Sharing." Austrian Journal of Statistics 50, no. 1 (2021): 41–58. http://dx.doi.org/10.17713/ajs.v50i1.979.

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In present article, we propose a likelihood ratio test and a non-parametric test for testing the load sharing effect observed in the two component parallel load sharing system. We have modeled the load sharing phenomenon observed in such system by the exponentiated conditional distribution function based load sharing model proposed by Sutar and Naik-Nimbalkar (2016). We have taken component baseline distribution as Weibull distribution and linear failure rate distribution. The simulation study to see the performance of proposed test procedures is reported. We analyze two data sets for illustra

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19

Pokhachevsky, A. L., and M. M. Lapkin. "Heart beat regulation during load test." I.P.Pavlov Russian Medical Biological Herald 22, no. 4 (2014): 47. http://dx.doi.org/10.17816/pavlovj2014447-53.

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20

Prekop, Lubomir. "Modeling of Load Test of Piles." Applied Mechanics and Materials 837 (June 2016): 175–78. http://dx.doi.org/10.4028/www.scientific.net/amm.837.175.

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The paper deals with design of model and verification of a pile loaded by pressure. The pile is embedded in the layered ground mass. Its model has been created using the ANSYS software system. The obtained results have been compared with results of the pile loading test performed during the construction of a multifunctional building. In the conclusion the results have been presented in graphs.

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21

Ross, Brandon, Michael Willis, Peter Datin, and Ryan Scott. "Wind Load Test of Earthbag Wall." Buildings 3, no. 3 (2013): 532–44. http://dx.doi.org/10.3390/buildings3030532.

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22

Palla, G. P., P. Giaquinto, P. R. Moro, E. Maniccia, G. Carelli, and S. Mancuso. "Magnesium Load Test in Pregnancy Hypertension." Clinical and Experimental Hypertension. Part B: Hypertension in Pregnancy 7, no. 1-2 (1988): 159–63. http://dx.doi.org/10.3109/10641958809023512.

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23

Joshi, R. C., H. D. Sharma, and D. G. Sparrow. "Comparison of pile load test methods." Canadian Geotechnical Journal 26, no. 4 (1989): 742–44. http://dx.doi.org/10.1139/t89-086.

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Instrumented model piles were loaded to failure using slow-maintained-load, quick-maintained-load, and constant-rate-of-penetration methods of loading. The piles were driven in a prepared dry-sand bed. The applied load, point load, and shaft resistance were measured using load cells and strain gauges, and axial force distribution was determined. Test data indicate that all the three methods give similar ultimate load at failure. Nonetheless, out of the three methods, the slow-maintained-load method of testing piles, which seems to simulate field conditions, gives the largest settlement for the

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24

Pincus, HJ, MW Lee, SW Paik, et al. "The Simple Pile Load Test (SPLT)." Geotechnical Testing Journal 16, no. 2 (1993): 198. http://dx.doi.org/10.1520/gtj10036j.

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25

Boyle, W. J. "Interpretation of plate load test data." International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts 29, no. 2 (1992): 133–41. http://dx.doi.org/10.1016/0148-9062(92)92123-t.

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26

Tanabe, T., M. Fujime, H. Noguchi, et al. "High heat load test of molybdenum." Journal of Nuclear Materials 200, no. 1 (1993): 120–27. http://dx.doi.org/10.1016/0022-3115(93)90015-q.

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27

Mitchell, Richard A. "Misalignment sensitivity test for load cells." Experimental Mechanics 31, no. 2 (1991): 140–43. http://dx.doi.org/10.1007/bf02327566.

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28

Reiweger, Ingrid, Jürg Schweizer, Robert Ernst, and Jürg Dual. "Load-controlled test apparatus for snow." Cold Regions Science and Technology 62, no. 2-3 (2010): 119–25. http://dx.doi.org/10.1016/j.coldregions.2010.04.002.

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29

Zhao, Shun Bo, Jun Feng Guan, and Xiao Ke Li. "Simulation of Test Loads on Aqueduct with Multi-Longitudinal Reinforced Concrete Beams." Applied Mechanics and Materials 37-38 (November 2010): 1182–86. http://dx.doi.org/10.4028/www.scientific.net/amm.37-38.1182.

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The mechanical behaviors of prototype and simulated model of reinforced concrete aqueduct with multi-longitudinal beams were analyzed by 3D FEM. The regularity of structural deformation and concrete stress of the aqueducts were studied, what influenced by the surface force instead of dead weight and the equivalent concentrated load or ladder load instead of lateral water load. The rationality of the loading method for aqueduct model test is evaluated. It shows that the ladder surface pressure is superior to concentrated loads to simulate the lateral water load, and the equivalent dead loads ca

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30

Yoon, Sung Cheol, Jeong Guk Kim, Kwang Sun Baik, Byeong Choon Goo, and Kang Youn Choe. "A Study on the Fracture Test in Railroad Truck." Key Engineering Materials 488-489 (September 2011): 210–13. http://dx.doi.org/10.4028/www.scientific.net/kem.488-489.210.

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The truck that is used as running equipment for freight car support is a core structural part that supports the load of the car body and that greatly influences the safety of freights and vehicles, as well as their running performance. The running equipment is composed of truck frames, wheels and wheel axles, independent suspensions, and brakes. Among these components, the truck frame supporting the load of the vehicles and freights may be the most important one. This study was carried out to analyze the structure of truck frames and to determine whether they are safe when the maximum vertical

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31

Pomeranz, Irith. "On Test Compaction of Broadside and Skewed-Load Test Cubes." IEEE Transactions on Very Large Scale Integration (VLSI) Systems 21, no. 9 (2013): 1705–14. http://dx.doi.org/10.1109/tvlsi.2012.2217360.

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32

Höhn, B. R., P. Oster, and U. Schedl. "Pitting load capacity test on the FZG gear test rig with load-spectra and one-stage investigations." Tribotest 5, no. 4 (1999): 417–30. http://dx.doi.org/10.1002/tt.3020050407.

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33

Fu, Gongkang, Frank P. Pezze, and Sreenivas Alampalli. "Diagnostic Load Testing for Bridge Load Rating." Transportation Research Record: Journal of the Transportation Research Board 1594, no. 1 (1997): 125–33. http://dx.doi.org/10.3141/1594-13.

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Diagnostic load testing uses field-measured data for bridge load rating without requiring certain information or the assumptions needed for analytical rating, and it can help arrive at more-reliable load ratings. It usually consists of three steps: preparation, execution, and analysis of the results. It is critical to estimate the probability of success in the preparation step before the execution step. A case of such a test for a steel highway bridge is presented. The bridge’s fascia beams were given a low rating because their cover plates were removed. Diagnostic load testing was used to obt

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34

Hu, Jian Jun, Hong Bin Xu, Shi Hua Zu, and Xiao Wang Gao. "Realization and Analysis of Bending Fatigue Strength Test for Gears under Random Loading." Advanced Materials Research 291-294 (July 2011): 1297–302. http://dx.doi.org/10.4028/www.scientific.net/amr.291-294.1297.

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For the bending fatigue under the random load condition, the Miner cumulative fatigue theory was analyzed qualitatively. Random amplitude fatigue load spectrum for experiments was compiled according to that gears work under the load with Gaussian distribution load spectrum. Gear bending fatigue was carried out by the method of group test under the conditions of random load on the electro-hydraulic servo testing machine. Then the P-S-N curve of bend fatigue was got under Gaussian distribution load spectrum with particular coefficient of variation. Experiments prove that fatigue life from the re

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35

Drabant, Š., J. Kosiba, J. Jablonický, and J. Tulík. "The durability test of tractor hydrostatic pump type UD 25 under operating load." Research in Agricultural Engineering 56, No. 3 (2010): 116–21. http://dx.doi.org/10.17221/42/2009-rae.

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The results of the UD 25 hydrostatic pump durability test are presented; they were obtained in the laboratory under operating load. The test of operating load was a continuation of the hydrostatic pump durability test with a cyclic pressure loading according to the norm STN 11 9287. It lasted 300 hours, with 70&deg;C &plusmn; 2&deg;C of hydraulic fluid temperature. The aim of the test was to simulate the operation of the hydrostatic pump under load in laboratory and to find out its deterioration and the influence of a biodegradable fluid on its qualities. The achieved results confi

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36

Zhang, Ming Zhu, Hong Tao Li, and Hai Tao Zhao. "Test and Analysis of Friction Torque for Wind Turbine Pitch Bearing." Advanced Materials Research 189-193 (February 2011): 2601–4. http://dx.doi.org/10.4028/www.scientific.net/amr.189-193.2601.

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In this paper, we introduce a new test method for friction performance of wind turbine pitch bearing. Four loading devices are used to put on load on the pitch bearing from different directions through load board. It can accurately simulate the axial force, radial force and overturning moment of wind turbine pitch bearing. The data acquisition device can measure the value of speed, torque and actual output load of loading hydraulic cylinder. After analysis and calculation, the influence of additional friction torque produced by loading device can be obviated, the friction torque of wind turbin

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37

Kan, Wei Min, Zhi Ping Yang, Li Kun Zheng, Yue Hu, and Zhong Guang Fu. "The Operation Optimization Test of Main Steam Pressure on Large Coal-Fired Power Unit." Applied Mechanics and Materials 71-78 (July 2011): 2055–62. http://dx.doi.org/10.4028/www.scientific.net/amm.71-78.2055.

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In this paper, a sub-critical 600 MW power generating unit produced by Shanghai Turbine Generator Corporation has been used for the operation optimization test of main steam pressure. The test has chosen seven loads and four run ways during peaking loads. The economical sliding pressure operation curve of peak load unit can be obtained from the test. The experimental results show that the unit should choose rated pressure operation when load is larger than 470MW, and choose two valve points sliding pressure operation when load is under 470MW to get the lowest heat consumption.

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38

Park, Hong Gun. "Eccentric Axial Load Test for Concrete-Filled Tubular Columns Encased with Precast Concrete." Journal of Korean Society of Steel Construction 26, no. 1 (2014): 31. http://dx.doi.org/10.7781/kjoss.2014.26.1.031.

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39

Vaschetto, Silvio, Andrea Cavagnino, Emmanuel B. Agamloh, and Alberto Tenconi. "Enhanced Stray-Load Loss Measurements Through a Zigzag Variable Load Test Approach." IEEE Transactions on Industry Applications 57, no. 1 (2021): 226–35. http://dx.doi.org/10.1109/tia.2020.3029757.

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40

Liu, Gege, Yahong Zhang, and Xinong Zhang. "Equivalence relationship between a three-axis centrifugal test load and flight load." International Journal of Computational Materials Science and Engineering 07, no. 01n02 (2018): 1850011. http://dx.doi.org/10.1142/s2047684118500112.

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For aircraft flying with high accelerations and high acceleration change rates in three-dimensional space, load simulation tests are usually carried out in a three-axis centrifuge with three degrees of freedom. A triaxial centrifugal test that simulates the actual flight environment must reflect the real effect of the flight load on the structure. An acceleration analysis model of a three-axis centrifuge in body coordinates is established to meet this requirement. The spatial distribution of the acceleration and the effects of kinematic parameters on acceleration are analyzed. Using the accele

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41

Zhang, Li Lan, and Yao Dong Wu. "Batter Pile Static Load Test and Analysis." Applied Mechanics and Materials 256-259 (December 2012): 1139–43. http://dx.doi.org/10.4028/www.scientific.net/amm.256-259.1139.

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This paper through the test results and theoretical calculation of the batter pile static load, analysis of the actual stress state of cables, and according to the test results to determine the level of the foundation soil resistance coefficient ratio and allow level a transplant.

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42

Kakimoto, Hitoshi, Yasuhiro Fukui, and Junichi Yoshitake. "Demonstration Test of Centralized Load Control System." IEEJ Transactions on Power and Energy 117, no. 12 (1997): 1520–28. http://dx.doi.org/10.1541/ieejpes1990.117.12_1520.

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43

KATO, Kazushi, Kenichi HORIKOSHI, Tatsunori MATSUMOTO, and Osamu KUSAKABE. "Interpretation methods of Statnamic load test results." Doboku Gakkai Ronbunshu, no. 624 (1999): 267–82. http://dx.doi.org/10.2208/jscej.1999.624_267.

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44

Su, Jian Feng, and Yu Feng Xu. "Static Load Test of Frame-Structure Slab." Advanced Materials Research 790 (September 2013): 227–30. http://dx.doi.org/10.4028/www.scientific.net/amr.790.227.

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Floor slab static load test is a important method to judge the performance and carrying capacity of the slab. This paper, with the background of a factory frame-structure slab, introduced the testing scheme, the details of the testing process as well as the test results. The testing cases provide a useful reference for the same type of project.

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45

Comninellis, Teri, Caroline E. Danda, Jose Cocjin, et al. "Water load test in children with dyspepsia." Gastroenterology 124, no. 4 (2003): A225. http://dx.doi.org/10.1016/s0016-5085(03)81130-7.

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46

Zeng, Yan, and Yong Zeng. "Bridge Structure Detection Based on Load Test." Applied Mechanics and Materials 438-439 (October 2013): 891–93. http://dx.doi.org/10.4028/www.scientific.net/amm.438-439.891.

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By the detection of a three spans continuous beam bridge, the detection loading method and arrangement of measuring points are discussed, the static and dynamic detection results such as the deflection, stress and inherent vibration frequency are comparative analyzed with those of theoretical calculation. Results show that the bridge is safe under actual working condition, which provides the basis for normal operation and maintenance of the bridge.

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47

Yang, Ya Xun, and Wei Ya Fan. "Single Beam Load Test of Continuous Beam." Applied Mechanics and Materials 578-579 (July 2014): 801–4. http://dx.doi.org/10.4028/www.scientific.net/amm.578-579.801.

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GengYuHe bridge was a prestressed concrete continuous box girder bridge,based on the static load test of single beam bridges compared with theoretical calculation value,check whether the actual control section stress of the bridge are in conformity with the design requirements,and give advice.

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48

Wang, Gui Bing, and Yong Liu. "Detection and Analysis of Bridge Load Test." Advanced Materials Research 1065-1069 (December 2014): 934–37. http://dx.doi.org/10.4028/www.scientific.net/amr.1065-1069.934.

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There are many bridge in our country, the new bridge has been built and numerous. Accurately and efficiently assess the bridge state to determine its carrying capacity and reliability level of great social and economic significance. Bridge load test can be directly measured structural properties of the bridge to provide a basis for the evaluation index maintenance of the bridge structure. Currently, the basic architecture using load bearing capacity performance test results assessed the bridge has been established, but many details are still unresolved issues still need to be further expanded

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49

Hong, Han Ping, and Niels C. Lind. "Proof load test levels by exact integration." Canadian Journal of Civil Engineering 18, no. 2 (1991): 297–302. http://dx.doi.org/10.1139/l91-034.

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Structural design standards usually contain rules for load testing to verify the load-carrying capacity. This paper determines the proof load test level as a function of the target safety index, the safety index before the test, and the ratio between the standard deviations of strength and load. The distributions of the load and the load-carrying capacity are assumed to be independent and lognormal. Using exact probability integration, comparison is made with earlier approximate values, and the results are verified independently by simulation. Several examples of application are presented. It

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50

Consoli, Nilo C., Michéle D. T. Casagrande, Pedro D. M. Prietto, and Anto⁁nio Thomé. "Plate Load Test on Fiber-Reinforced Soil." Journal of Geotechnical and Geoenvironmental Engineering 129, no. 10 (2003): 951–55. http://dx.doi.org/10.1061/(asce)1090-0241(2003)129:10(951).

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