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Journal articles on the topic 'Static load test'

Author: Grafiati

Published: 4 June 2021

Last updated: 26 July 2025

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1

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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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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Jin, Jing, Xiaoyong Liang, Guangqing Yang, and Yitao Zhou. "Test Studies on Geogrid–Soil Interface Behavior under Static and Dynamic Loads." Sustainability 14, no. 7 (2022): 4299. http://dx.doi.org/10.3390/su14074299.

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Pullout tests on geogrids have been regarded as the most direct way to investigate geogrid–soil interaction. In the pullout tests on geogrids, either static or dynamic load is commonly used for applying the vertical loads. In order to investigate the influence of static and dynamic load on pullout test results, pullout tests are carried out to analyze the mechanical response of geogrids and soils under static and dynamic load from the large-scale pullout tester. The results show that frequency and amplitude have significant effects on the pullout test results under the dynamic load. The interf

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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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Soleh, Chairul, and Josia Irwan Rastandi. "ALTERNATIF UJI BEBAN PADA STRUKTUR (STUDI KASUS : JEMBATAN BAJA)." Jurnal Muara Sains, Teknologi, Kedokteran dan Ilmu Kesehatan 5, no. 1 (2021): 27. http://dx.doi.org/10.24912/jmstkik.v5i1.7215.

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The most common structural load test that has been widely used is the static load test. An alternative to the structural load test is dynamic load test. Dynamic testing is a test carried out to determine level of structural stiffness or structural elements stiffness in the form of natural frequencies, while the static load test is intended to obtain responses of static loading from the structure in the form of deflection. The discussion will emphasize the correlation between static load test and dynamic load test. To correlate the static load test with the vibration test, a reference or value

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6

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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Shen, Zhiqiang, Qi Xin, Tingfei Yan, Chuang Liu, Dongdong Lu, and Jun Zhang. "Discussion on the static-thermal test technology of aircraft." Journal of Physics: Conference Series 2591, no. 1 (2023): 012020. http://dx.doi.org/10.1088/1742-6596/2591/1/012020.

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Abstract During the high-speed flight of the aircraft, the cabin body will bear aerodynamic loads, engine thrust loads, structural and equipment component mass inertial loads. At the same time, aerodynamic thermal loads will be generated due to high speed flight. With the development of hypersonic aircraft technology, the demand for multi-field coupling test is more and more common. Therefore, it is necessary to carry out the technical verification of the mechanics and thermal composite test on the ground to obtain the structural characteristics. In this paper, a certain type of aircraft cabin

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8

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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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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Jeon, Sang Youn, Kyu Tae Kim, and Young Shin Lee. "A Study on the Static Buckling Load Estimation of the Spacer Grid in the Pressurized Water Reactor Fuel Assembly." Key Engineering Materials 353-358 (September 2007): 2581–84. http://dx.doi.org/10.4028/www.scientific.net/kem.353-358.2581.

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This study contains several estimation methods of the static buckling load for the spacer grid of nuclear fuel assembly in pressurized water reactor. Three different estimation methods were proposed for the calculation of the static buckling loads of spacer grid. The linear and non-linear static buckling analyses were performed to estimate the static buckling load of the spacer grids using ANSYS program. The analyses results were compared with the static buckling test results. Based on the analysis and test results, the applicability of the proposed estimation method for the static buckling lo

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11

Tang, Xian Xi, Jin Bao Liang, Yan Peng Zhu, Xian Zhou Tang, and Yue Xu. "Experimental Study on Strain Performance of Tensile Reinforcement under Fatigue Loads." Applied Mechanics and Materials 351-352 (August 2013): 1625–28. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.1625.

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As for the study on the strain performance of tensile reinforcement under the fatigue loads with amplitude of certain values, two groups of reinforced concrete slab bridge specimen were made. The fatigue test was carried out on one group of specimen, and the corresponding static load test was carried out on another group of specimen, the experimental study on the strain performance of tensile reinforcement was carried on bottom of the mid span of slabs. The results of the study shown that, under the fatigue loads at a certain amplitude, the strain performance of the tensile reinforcement tend

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Xia, Yi Min, Tao Ouyang, Lv Jian Xie, et al. "The Development of the TBM Disc Cutter Test Device for Cutting Rock." Advanced Materials Research 889-890 (February 2014): 292–96. http://dx.doi.org/10.4028/www.scientific.net/amr.889-890.292.

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In order to study the disc cutter cutting performance and the cutters combination feature and to explore a new high-efficiency breaking method in hard rock environment, a new multifunction disc cutter test device plan is established and carried out based on the analysis of relevant research and test equipment at home and abroad. The test device consists of a vertical loading mechanism, a longitudinal cutting mechanism, a shock loading mechanism and a control system, etc. It can be used to conduct not only single test such as cutting under static load, fragmentation under impact load, indentati

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Feng, An Tao, and Xin Gang Zhou. "Study on Aluminum Alloy Helicopter Deck under Static Loads." Advanced Materials Research 926-930 (May 2014): 889–95. http://dx.doi.org/10.4028/www.scientific.net/amr.926-930.889.

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Test and study of aluminum alloy helicopter deck under static load were carried out. The deck is made of aluminum alloy sandwich panel. In the experiment, the deflection and stress of deck are measured under different static load conditions. Load conditions are determined by the conditions that helicopter berths at the deck. When helicopter berths at the deck, the deck endures vertical compressive loads on the deck surface and diagonal tension loads on the tie-down rod which is used to fasten the helicopter. According to the test results under different load conditions, the characteristic beha

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14

Li, Shukun, Sheng Qi, Ruofan Zhao, Xingjun Qi, and Sanpeng Cao. "Modal deflection method for bridge load testing: a practical alternative to static load tests." Journal of the Croatian Association of Civil Engineers 76 (June 2024): 489–501. http://dx.doi.org/10.14256/jce.3886.2023.

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This study investigated the effectiveness of modal deflection testing as a substitute for static load tests, focusing on the separation of the Ji-Jiao railway separated overpass. The designed load test schemes for both the central and eccentric loading conditions were used to measure the real-time static deflections of the bridge to assess its bearing capacity. Modal testing based on ambient excitation was employed to capture the acceleration vibration responses and identify the key modal parameters of the bridge. The Kriging interpolation method was utilised to extend the mode shapes along bo

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Mahmoud, Thamir K., and Musab Aied Qissab Al-Janabi. "Behavior of Spliced Steel Girders under Static Loading." Journal of Engineering 20, no. 10 (2023): 93–109. http://dx.doi.org/10.31026/j.eng.2014.10.07.

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In this paper, the behavior of spliced steel girders under static loading is investigated. A group of seven steel I-girders were tested experimentally. Two concentrated loads were applied to each specimen at third points and the load was increased incrementally up to the yield of the specimen. Two types of splices were considered; the bearing type and the friction-grip type splices. For comparison, an analytical study was made for the tested girders in which the finite element analysis program (Abaqus) was used for analysis. It was found that the maximum test load for spliced girders with bear

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Feng, Chun Heng, Yan Gao, Xi Sha Jin, and Xing Na Shi. "Study on Detection Method of Bridge Structure Based on Quasi-Static Test." Applied Mechanics and Materials 501-504 (January 2014): 1148–51. http://dx.doi.org/10.4028/www.scientific.net/amm.501-504.1148.

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Currently the bridge structure detections are mainly based on static load test and dynamic load test. The static load test has shortcomings of less test data, long time-consumption and high cost. However, the dynamic load test has the advantages of quick and convenient, its related technologies and theories are still not mature enough. To solve this problem, the detection of bridge structure based on quasi-static test is proposed in this paper. Quasi-static load is applied on the structure by moving the standard load vehicle slowly. Then create the structural finite element model and modify th

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Nguyen, Tan, and Jim Shiau. "Bidirectional load test in HoChiMinh City: a case history and lessons learned." IOP Conference Series: Materials Science and Engineering 1289, no. 1 (2023): 012091. http://dx.doi.org/10.1088/1757-899x/1289/1/012091.

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Abstract Bidirectional static load tests to evaluate the axial load-bearing capacity of large cross-sectional bored piles are indispensable. Nonetheless, this test is complicated, costly, and easy to fail. A case history of a bidirectional static load test conducted in HoChiMinh City is reported and analyzed. In particular, a bored pile with 1.8m in diameter and ∼60m in embedment length, located in Tan Binh district, HoChiMinh City, is tested using the bidirectional static load test. The testing load is close to 48MN. The state-of-the-art methods to analyze the data of bidirectional load tests

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18

Zhu, Zhengyi. "Research on Static Test Verification Technology of the Connection Between APU and Fuselage of Civil Aircraft." Journal of Physics: Conference Series 2410, no. 1 (2022): 012006. http://dx.doi.org/10.1088/1742-6596/2410/1/012006.

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Abstract This paper studies the static strength verification of the connection between APU and fuselage of large civil aircraft, which provides a verification method for the airworthiness verification of the connection between APU and fuselage. Based on the internal force analysis results of APU finite element, this paper selects the static test load, completes the design from the theoretical load to the test load, designs a set of APU dummy loading device to introduce the load to complete the static test. The finite element analysis model is verified by the test results. The verified finite e

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Yan, Dong Ming, and Gao Lin. "Effect of Initial Static Load on the Rate-Sensitive Behavior of Concrete in Compression." Key Engineering Materials 326-328 (December 2006): 1109–12. http://dx.doi.org/10.4028/www.scientific.net/kem.326-328.1109.

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Before concrete structures are subjected to dynamic loadings such as earthquake, usually they have already withstood static loads. Accordingly, the study on the strain-rate sensitivity of concrete should also be closely related to the initial static loads that concrete structures experience. But majority of the available documents concerning the dynamic properties of concrete do not take initial static load into consideration. In this study, experiments were carried out to investigate the effect of initial static load on the dynamic strength and deformation characteristics of concrete in compr

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Zhao, Ji Kun. "Composite Material of Concrete Meso-Failure Test." Advanced Materials Research 160-162 (November 2010): 135–39. http://dx.doi.org/10.4028/www.scientific.net/amr.160-162.135.

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With static and dynamic load for the research background, this paper conducted a four-phase composite model for concrete damage test simulation of micro-mechanics. The two kinds of three-point bending beam load ware studied in case of failure process. The study found that the location of the main crack in the most disadvantaged section of beam shear in the vicinity. Crack is always along the aggregate and the mortar bond zone be extended. The main crack extension direction is always toward the load point. The main crack is showing a tortuous shape. Dynamic load and static load the stress - str

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21

Xia, Ying. "Research of Static Load Testing Program of Reinforced Concrete Truss Scheme." Applied Mechanics and Materials 443 (October 2013): 110–13. http://dx.doi.org/10.4028/www.scientific.net/amm.443.110.

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In order to ensure the safety of the truss, truss structure should be carried out prior to use static loading test for assessing the actual working conditions as well as the truss trusses meet the design. The static load test site carries out the testing work. In this paper loaded static load test program was designed to include load cases and measuring points on the truss static load test a theoretical analysis.

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Seo, Hoyoung, Monica Prezzi, and Rodrigo Salgado. "Instrumented Static Load Test on Rock-Socketed Micropile." Journal of Geotechnical and Geoenvironmental Engineering 139, no. 12 (2013): 2037–47. http://dx.doi.org/10.1061/(asce)gt.1943-5606.0000946.

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23

Tu, Ke, Yingying Ye, Daqing Wu, Yunyong Zhou, and Wenming Deng. "Technical Analysis of Highway Bridge Static Load Test." Journal of Architectural Research and Development 7, no. 3 (2023): 58–63. http://dx.doi.org/10.26689/jard.v7i3.4829.

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Highway bridges are an important part of the transportation industry and can promote social economic construction and development. In actual operation, highway bridges are often damaged due to overload and natural factors, which tend to affect the safety and shorten the service life of these bridges. Assessing the overall state and performance of highway bridges is therefore a key element. Static load test, which is a type of sustainable detection experiment, has many advantages, including low cost, high efficiency, and high accuracy. In this paper, the bridge structure is analyzed through the

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Wanxu, Zhu, and Zheng Xiaolong. "Static load test of OVM15JB new spiral reinforcement." Prestress Technology 3, no. 05 (1999): 11–14. http://dx.doi.org/10.59238/j.pt.1999.05.005.

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Zhang, Xie Dong, Jin Zhi Wang, and Jun Feng Guo. "Inspection and Evaluation of Load-Bearing Capacity of Single Tower Composite Girder Cable-Stayed Bridge." Advanced Materials Research 538-541 (June 2012): 1785–88. http://dx.doi.org/10.4028/www.scientific.net/amr.538-541.1785.

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In order to evaluate single tower composite girder Cable Bridge actual bearing capacity and working property on design using load, a single-tower composite girder cable-stayed bridge is taken as an example, by means of static load test, dynamic load test, reasonably measures evaluates the single tower composite girder cable-stayed bridge's bearing capacity. The static load test measure static properties of bridge structure (static strain, static deflection, etc.), dynamic load test, measure the dynamic properties of bridge structure (vibration frequency, damping, forced vibration amplitude, im

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Wang, Wen Xing, and Qi Ming Guo. "Analysis of Static Load Tests for a Simple-Support Prestressed Bridge." Advanced Materials Research 243-249 (May 2011): 1621–24. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.1621.

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This paper explains the static load test of a simple-support prestressed bridge. Deflection and stress are measured by the static load test of the simple-support prestressed bridge. This bridge performance and quality are evaluated by using check coefficient of the static load test.

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Kurniadhi, Rizki, Hary Christady Hardiyatmo, and Fikri Faris. "Comparison of Field Ultimate Capacity (Static and Dynamic Load Test) with the Analytic Design of Bored Pile in Granular Soil, Batam, Indonesia." Jurnal Teknik Sipil dan Perencanaan 25, no. 2 (2023): 211–17. http://dx.doi.org/10.15294/jtsp.v25i2.45485.

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A bored pile provides a large capacity obtained to toe and friction pile to support some loads such as axial, lateral, and tensile due to hydrostatic pressure or overturning moment. Static and dynamic load tests are often carried out to validate pile design before pile production in a project. This study aims to compare the ultimate capacity of the pile based on the result of static load test, dynamic load test, and pile design in granular soil of Batam, Indonesia, in which Chin-Kondner, Mazurkiewicz, Davisson, and Hansen 80% methods are utilized to obtain ultimate capacity (Qu) of static load

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Choi, Junhyeok. "Comparison of the Differences in Impact Factor according to Loading Conditions in the Evaluation of Load Carrying Capacity of a High-speed Railway PSC BOX Girder Bridge." Journal of the Korean Society of Hazard Mitigation 23, no. 1 (2023): 107–14. http://dx.doi.org/10.9798/kosham.2023.23.1.107.

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In this study, the load carrying capacity was evaluated using the results of the dynamic load test, instead of the static load test of the field, in the precision safety diagnosis of a high-speed railway PSC BOX girder bridge, and the differences in the impact factor of the bridge according to the load condition of the train and the configuration of the bridge were compared. The impact factor of the bridge was obtained from the measured displacement response via static and dynamic tests for the precision safety diagnosis performed on high-speed railway bridges. The analysis conditions included

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Cao, Jing, and Lei An. "Static Load Test Detection of Continuous Rigid Frame Railway Bridge." Journal of Architectural Research and Development 7, no. 5 (2023): 1–7. http://dx.doi.org/10.26689/jard.v7i5.5207.

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The quality of the continuous rigid frame railway bridge is related to the safety of train operation, so it is necessary to test its stiffness, strength and other indicators. Static load test is a common technique for bridge inspection. This article summarizes the purpose of static load test of continuous rigid frame railway bridge, required equipment, operation methods, etc., and lists examples to analyze the operation process and precautions of static load test, hoping to provide reference information for relevant personnel.

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Farias, Manoel Leandro Araújo, Yuri Daniel Jatobá Costa, Felipy Lima Queiroz, João Paulo da Silva Costa, and Ana Letícia Feitosa Macêdo. "Influence of loading mode on the response of a helical pile subjected to cyclic tensile loads in sand." Soils and Rocks 48, no. 2 (2025): e2025006224. https://doi.org/10.28927/sr.2025.006224.

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Helical piles are steel elements consisting of one or more helices placed along a central shaft and installed in the ground through rotation. This study describes a field investigation of the behavior of a helical pile prototype subjected to cyclic tensile loads in a site composed of pure sand layers. During the investigation, the helical pile prototype featured three helices and was equipped with electrical resistance strain gauges at three different sections along the shaft. Two cyclic tensile load tests were conducted during the investigation using quasi-static (low-frequency) cyclic loadin

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Rachmayanti, Nisa Utami, and Paulus Pramono Rahardjo. "Development Study of T-Z Curve Generated from Kentledge System and Bidirectional Test." UKaRsT 5, no. 1 (2021): 17. http://dx.doi.org/10.30737/ukarst.v5i1.1090.

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Pile loading tests to check the bearing capacity to support large loads. We can also use it to measure its deflection under lateral load. There are two tests: the axial static pile load test (Kentledge) and the two-directional static pile load test (Bidirectional). T-Z curve as the result analysis based on the instrumented pile test data describes the load distribution and mobilized skin friction along with the pile. Numbers of Vibrating Wire Strain Gauge (VWSG) mounted in several depths of the bored pile and two tell-tale on top and toe of the pile used as primary data in this research. This

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Zhang, Yu Mei, Zeng Yao Han, Si Dian Shi, and Li Meng Tan. "Validating the New Equivalent Static Design Method of Spacecraft Structures in Random Vibration by Test." Applied Mechanics and Materials 419 (October 2013): 464–69. http://dx.doi.org/10.4028/www.scientific.net/amm.419.464.

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Random vibration is one of dynamic environments of spacecraft during launch. In engineering, design load was usually equivalent static load based on acceleration. A new equivalent static load based on strain or stress was presented by the writer. To validate the new equivalent static design method, random vibration test was designed including test article and test specification, and signal processing was in time domain; static test was designed to compare static yield strength and dynamic yield strength, and dynamic yield strength was 50% -80% higher than static yield strength; measured data i

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Meyer, Zygmunt. "Static Load Tests, Short Series Interpretation." Studia Geotechnica et Mechanica 36, no. 2 (2015): 45–49. http://dx.doi.org/10.2478/sgem-2014-0019.

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Abstract Statistic load test is the most commonly used method for estimation of the bearing capacity of piles. From the test we obtain the series a values: load-settlement, Q–s curve. In practice, it is extremely difficult to reach the critical load of the pile when the settlement turns out of control. The existing methods that allow bearing capacity to be calculated give the value which is very often 1/10 of the critical load. The question arises if it is possible based upon short series of load, i.e., 0–0.4 critical load, to predict the critical value of the load, with accuracy which is suff

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Li, Feng Xiang, Wei Min Yang, and Yu Mei Ding. "Simulation of Static Test of Air-Spring." Advanced Materials Research 11-12 (February 2006): 713–16. http://dx.doi.org/10.4028/www.scientific.net/amr.11-12.713.

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A method for testing an air-spring was advanced in the beginning. Then ANSYS was utilized to simulate the static test. In the simulation, multiple load steps solution was carried out through APDL *DO-LOOP and array parameter method. Scalar parameter PRESSURE was established as inner pressure tracking parameter to update inner pressure. Table parameter PRESSURES was established as inner pressure output parameter to export inner pressure of each load step. Comparison was done between simulation result and test data to prove the feasibility of simulation. Finally, some major parameters such as co

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., Anwar, and Ade Ruhimat. "ANALISIS KEKUATAN STRUKTUR KERETA BARANG “FLAT WAGON” = STRENGTH ANALYSIS OF FLAT WAGON STRUCTURES." Material Komponen dan Konstruksi 14, no. 1 (2014): 19. http://dx.doi.org/10.29122/mkk.v14i1.1651.

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This paper describes strength analysis for the flat wagon. The analysis is conducted by experiment methods using testing the flat wagon prototype with static loads such as vertical load, compression load, twist load, jacking load, and combination of them.The result of test such as stress and camber is analyzed against the design requirement and national regulation to assess the reliability of the flat wagon structure.The result of test shows that the critical area under compression load and vertical load occurs at the “end center sill” and the “central center sill”, respectively. Maximum stres

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Kitiyodom, Pastsakorn, Tatsunori Matsumoto, and Nao Kanefusa. "Influence of reaction piles on the behaviour of a test pile in static load testing." Canadian Geotechnical Journal 41, no. 3 (2004): 408–20. http://dx.doi.org/10.1139/t03-098.

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This paper employs a simplified analytical method to investigate the influence of reaction piles on the loaddisplacement behaviour of a test pile in static load testing. A parametric study is conducted to examine the effects of factors such as pile spacing ratio, pile slenderness ratio, and pile soil stiffness ratio. Several soil profiles are considered in the study. The parametric study also includes the cases of static load testing in the lateral direction. The correction factors for the initial pile head stiffness obtained from static pile load tests with the use of reaction piles are give

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Fu, De Cheng, Yu Hui Wen, and Lei Wang. "Static and Dynamic Testing Study on Mechanical Behavior of Longtan Bridge." Applied Mechanics and Materials 684 (October 2014): 100–104. http://dx.doi.org/10.4028/www.scientific.net/amm.684.100.

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To assess the carrying capacity and reliability of the-Longtan Bridge, applied static load in the middle of the bridge step by step, then collected strain and deflection data of the beam. In order to understand the working principle of a bridge under dynamic loads, dynamic load test - Vehicle traffic test and fluctuation test t was performed, and vibration frequency data was collected. This paper described the basic principles of the bridge static and dynamic tests, and introduced the program of the experiment. Based on the test data, the static and dynamic mechanism of the bridge was discusse

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Omarov, Abdulla, Askar Zhussupbekov, and Victor Kaliakin. "Investigations of piles by bidirectional static loading test in Astana soils." E3S Web of Conferences 457 (2023): 02057. http://dx.doi.org/10.1051/e3sconf/202345702057.

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The article presents the results of vertical static load tests of diametral and deep bored piles specially conducted at the construction site of EXPO-2017 in Astana, Kazakhstan. The methodology for determining the bearing capacity of the pile is summarized. Bored piles with a length of 31.5 m and a diameter of 1000 mm were tested. Vertical static load tests were conducted for the following load configurations: Bidirectional Static Loading Test (according to ASTM D8169), Static Compression Loading Test according to ASTM D1143-07 and Static Loading Test according to GOST 5686-12. The method pres

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Sun, Zijie, Xiaojun Tang, Qifan Yang, and Liang Xin. "Error Correction Method of Platform Displacement for Large Load Static Test." Journal of Physics: Conference Series 2658, no. 1 (2023): 012029. http://dx.doi.org/10.1088/1742-6596/2658/1/012029.

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Abstract The test platform is an indispensable supporting bearing structure in static tests, which is mainly used to fix test products, simulate the real loading boundary, and provide better operation space for measurement. With the large-scale and complicated spacecraft structure, the static test platform tends to be large-scale, and the displacement measurement error of the static test platform under large load conditions cannot be ignored. The conventional error correction method only uses the displacement value of the monitoring point at the corresponding position of the platform to compen

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Tian, Fang, and Guang Ming Xu. "Study on the Static Load Test of Bridge Inspection." Advanced Materials Research 971-973 (June 2014): 1156–59. http://dx.doi.org/10.4028/www.scientific.net/amr.971-973.1156.

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This practice mainly according to different position arrangement of bridge load vehicles (load test), then test the loading vehicle structure under the action of deformation and strain distribution in the cross section of the bridge deck system control parameters, such as through data and theoretical analysis, the test evaluates the performance of the bridge structure.

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Li, Yuhan, Tianrui Zheng, and Ling Xu. "Strength test analysis of intercity locomotive frame." Journal of Physics: Conference Series 2951, no. 1 (2025): 012062. https://doi.org/10.1088/1742-6596/2951/1/012062.

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Abstract The intercity locomotive bogie is a crucial transportation infrastructure component, with the frame serving as a vital load-bearing element. Its mechanical properties significantly influence the support of the car body and ensure the stable operation of locomotive vehicles. To enhance the fatigue reliability of the bogie frame and provide relevant data, this study focuses on analyzing the frame’s strength in both the design and manufacturing stages, based on the bogie of a specific intercity locomotive. The investigation follows the EN13749 and UIC615-4 standards to assess the static

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Zhang, Ping, Lei Wang, and Dong Xiao Li. "Study on the Load Test of Old Bridge." Advanced Materials Research 250-253 (May 2011): 1422–25. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.1422.

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It may appear different diseases after years of operation on old bridges. In order to understand the actual working condition and the bearing capacity of the bridge, the static and dynamic tests are taken. It describes the principle and methods for the load test via taking Banlashan Arch Bridge for example in this paper. The stiffness, strength and dynamic characteristics of bridge structure are measured, and the maintenance and reinforcing schemes are proposed, according to the results of static and dynamic load tests. Through analyzing the tests, the data and information of bridge can be acc

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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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Redchenko, Vasyl. "STATIC TESTS OF HIGHWAY BRIDGES, NEW STANDARD." Avtoshliakhovyk Ukrayiny 4, no. 281 (2024): 26–31. https://doi.org/10.33868/0365-8392-2022-4-272-26-31.

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Information on the developed standard for static tests of highway bridges is presented. The main provisions of this standard are briefly outlined. Current state building regulations for determining the technical condition of load-bearing structures of road bridges in certain cases provide for field tests. Traditionally, bridge tests are divided into static and dynamic, in which static or dynamic loading is used, respectively. The modern development of devices and tools used in bridge testing provides ample opportunities for obtaining information about the actual operation of structures under l

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Meyer, Zygmunt, and Kamil Stachecki. "Static load test curve (Q–s) conversion in to pile of different size." Annals of Warsaw University of Life Sciences – SGGW. Land Reclamation 50, no. 2 (2018): 171–82. http://dx.doi.org/10.2478/sggw-2018-0014.

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Abstract In the work authors analysed possibility of obtaining static load tests curve for a pile in case of changed diameter, using load curve based on results of static load tests for given diameter. In calculation analysis authors used Meyer–Kowalów (M-K) method. A mathematical description was shown of determining new M-K curve for a pile with changed diameter, taking as a basis original M-K curve obtained from static load tests. Then an example of calculations is presented in which parameters of M-K model for a new curve were determined. Simulation calculations were carried out in the orig

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Ao, Hai Xia, Yue Zhang, and Yu Ping Yue. "Static Load Test and Data Analysis of Tiansheng Bridge." Applied Mechanics and Materials 638-640 (September 2014): 1107–10. http://dx.doi.org/10.4028/www.scientific.net/amm.638-640.1107.

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The static load test schemes of Tiansheng bridge are briefly discussed . Through the comparative analysis of the theory values and the measured values , understand the actual work condition of bridge structure under test load and evaluate the bearing capacity of bridge structure .Through comparison of modeling datas and the measured values , test correctness of testing program, providing a scientific basis for the bridge safety and research in great depth.

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Liu, Fan, and Xiao Hong He. "Study on the Static Load Test of Bridge Inspection." Advanced Materials Research 859 (December 2013): 149–52. http://dx.doi.org/10.4028/www.scientific.net/amr.859.149.

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Combined with practical experience in engineering, this paper analyzed the necessity of the bridges for detection with the use of on-site static load test. Also, it introduced the content and methods of the trial, as well as the studied domestic and international inspection techniques, thus discovering the engineering mechanical performance for bridges.

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仲, 时进. "A Static Load Test of Bixi Bridge in Changshu." Hans Journal of Civil Engineering 03, no. 05 (2014): 148–53. http://dx.doi.org/10.12677/hjce.2014.35018.

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BERISAVLJEVIĆ, Dušan, Vladimir FILIPOVIĆ, Nenad STANISAVLJEVIĆ, and Zoran BERISAVLJEVIĆ. "Experimental analysis of bi-directional pile static load test." ce/papers 2, no. 2-3 (2018): 415–20. http://dx.doi.org/10.1002/cepa.706.

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Gaurav Hande, Bharati Shete, Ashish Bijwe, and Sneha M. Jadhal. "Analytical and Practical Comparison of Various Test on Pile." International Research Journal on Advanced Engineering and Management (IRJAEM) 3, no. 02 (2025): 125–29. https://doi.org/10.47392/irjaem.2025.0022.

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High Strain Dynamic Pile Test (HSDT) is increasingly being used for pile load testing. HSDT offers a considerable savings of time, cost and requires very little space compared to the conventional static test. However, it is yet mandatory to compare HSDT tests with static load tests (SLT) to confirm the validity of HSDT as the results are generally site specific. This study presents comparison of static pile load test (SLT) vs HSDT and attempt is made to close the gap between theoretical and practical justification for replacing SLT with HSDT by identifying the problems while conducting and com

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