Log in

Relevant bibliographies by topics / Load-deflection

Contents

Journal articles
Dissertations / Theses
Books
Book chapters
Conference papers
Reports

Academic literature on the topic 'Load-deflection'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Load-deflection.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "Load-deflection"

1

Yoshihara, Hiroshi, and Makoto Maruta. "Critical load for buckling of solid wood elements with a high slenderness ratio determined based on elastica theory." Holzforschung 76, no. 2 (2021): 179–87. http://dx.doi.org/10.1515/hf-2021-0108.

Full text

Abstract:

Abstract Buckling tests were conducted using slender specimens of western hemlock. In the tests, the slenderness ratio was varied from 132 to 418 in which elastic buckling was induced, and the values of the critical load for buckling were obtained. When the deflection of the specimen was calculated from the loading-line displacement based on elastica theory, the value of deflection/load initially decreased because the compressive deformation was more dominant than the bending deformation. In contrast, when the load increased, the bending deformation became dominant, and the deflection/load-def

APA, Harvard, Vancouver, ISO, and other styles

2

Giofani Eko Saputra. "Analisa Shock Absorber Sepeda Motor dengan Alat Uji Mekanis." Jurnal Teknik Mesin, Industri, Elektro dan Informatika 3, no. 3 (2024): 291–312. http://dx.doi.org/10.55606/jtmei.v3i3.4248.

Full text

Abstract:

The use of motorcycles on unstable roads, such as off-road and potholes, demands the importance of a reliable suspension system for riding comfort and safety. Conventional testing of s is often ineffective in accuracy and data recording, so this research proposes the use of an automatic measuring instrument to improve test efficiency and accuracy, allowing users to evaluate deflection in real-time and determine the optimal comfort level. The purpose of this research is to determine the effect of load and brand of motorcycle on deflection value and deflection time. The research method used in t

APA, Harvard, Vancouver, ISO, and other styles

3

Mahale, Harsh N., Prof Ravindra N. Patil, Vrushali R. Bagul, and Megha L. Badade. "Bridge Load Testing as Per IRC SP 51." International Journal for Research in Applied Science and Engineering Technology 10, no. 5 (2022): 3759–68. http://dx.doi.org/10.22214/ijraset.2022.43367.

Full text

Abstract:

Abstract: Bridge load testing is popular means of demonstrating bridge’s capability to carry safely design loads. It is commonly used to determine the issues which cannot be resolved by only visual inspection or analysis. This paper deals with the study of load testing of major Bridge on River of 17.20 meter span Between Pier P5 and Pier P6. Under this project bridge was loaded with vehicular loading and tested for design load. Deflection of bridge is measured by dial gauges and recorded for bridge analysis. This study consists preparation of load test on bridge for deflection load as per IRC

APA, Harvard, Vancouver, ISO, and other styles

4

Tian, Pan-Pan, Hong-Xing Qiu, Zhou-Zhou Liang, and Jian Sun. "Reliability-based assessment of flexural timber components with ultimate deflection performance." Advances in Structural Engineering 23, no. 16 (2020): 3469–80. http://dx.doi.org/10.1177/1369433220940146.

Full text

Abstract:

Assessing the deflection performance of existing flexural timber components is of paramount importance for making better, reliable, and substantiated decisions. The main purpose of this article is to propose four-level reliability index β and deflection criteria for updating existing flexural timber components (main beam, joist, purlin, and rafter) based on long-term deflection probabilistic model, limit state functions, and load combinations. The long-term deflection probabilistic model was obtained through creep deflection and short-term deflection model. Limit state functions were considere

APA, Harvard, Vancouver, ISO, and other styles

5

Jo, Jin Seok, Jea Min Jo, Deuk Gyu Hwang, Han jong Ko, Won Geun Son, and Hyeon Tae Kim. "Analysis of Load Deflection for Load Weighing of Vehicle." Journal of Agriculture & Life Science 50, no. 6 (2016): 175–82. http://dx.doi.org/10.14397/jals.2016.50.6.175.

Full text

APA, Harvard, Vancouver, ISO, and other styles

6

Scanlon, Andrew, and Leonid Mikhailovsky. "Full-scale load test of three-span concrete highway bridge." Canadian Journal of Civil Engineering 14, no. 1 (1987): 19–23. http://dx.doi.org/10.1139/l87-003.

Full text

Abstract:

A full-scale load test to failure of a 34-year-old three-span continuous reinforced concrete highway bridge located in southern Alberta is described. The opportunity to load test the structure to failure occurred as a result of the scheduled demolition of the bridge.Load was applied to the structure in two phases. In the first phase, precast concrete sections were placed at the centre of the middle span until a load of approximately 1900 kN was reached. At this load level a mid-span deflection of 28 mm was measured for the interior span. Additional load was applied by jacking the ends of the b

APA, Harvard, Vancouver, ISO, and other styles

7

Chen, Xiao Bing, Xiao Ming Huang, and Jin Hu Tong. "Research on Deflection and Stress of CRCP under Concentrated Vehicle Load over Hollow Base." Advanced Materials Research 255-260 (May 2011): 1800–1805. http://dx.doi.org/10.4028/www.scientific.net/amr.255-260.1800.

Full text

Abstract:

Based on the small deflection theory of elastic thin plate and the equivalence principle of deflection and stress, the concentrated vehicle load which acts on the CRCP is translated into the equivalent half-wave sine load by Fourier transform. On the basis of this transform, the deflection and stress formulas are put forward when CRCP is subjected to a concentrated vehicle load with hollow foundation. The following results are obtained from the analysis. The maximal deflection is proportional to the concentrated vehicle load and slab width, and inversely proportional to the lateral bending sti

APA, Harvard, Vancouver, ISO, and other styles

8

Jadhav, Bhagyashree S., Ravindranath V. Krishnan, Vivek J. Patni, Girish R. Karandikar, Anita G. Karandikar, and Swapnil D. Pardeshi. "Comparative Evaluation of the Force and Load Deflection Rate for Different Loop Springs with Varying Designs, Wire Dimensions, and Materials: A Finite Element Method Study." Journal of Indian Orthodontic Society 53, no. 3 (2019): 189–96. http://dx.doi.org/10.1177/0301574219859529.

Full text

Abstract:

Objective: To evaluate and compare the force and load deflection rate generated by differing unit displacement through 1 to 4 mm of springs that vary in design (Double Delta Closing Loop, Double Vertical T Crossed Closing Loop, Double Vertical Helical Closing Loop and Ricketts Maxillary Retractor), constituting wire materials (stainless steel and beta titanium), and wire dimensions (0.017" × 0.025" and 0.019" × 0.025"). Materials and methods: Computer-assisted design (CAD) model of the said loop springs was created and converted to the finite element method (FEM). The boundary conditions assig

APA, Harvard, Vancouver, ISO, and other styles

9

Xu, Yong Li, and Zhen Zhen Xing. "Load Model and F Coefficient on Asphalt Pavement Deflection." Advanced Materials Research 243-249 (May 2011): 4347–50. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.4347.

Full text

Abstract:

Deflection is the important index of asphalt pavement design and the final acceptance. Using double circular load of Design Specification and four circular load of Benkelman test vehicle, the deflection was analyzed with four kinds of common pavement structures, the results show that the deflection of theoretical calculation was the Benkelman beam test 55%-75%, but Design Specification uses the F coefficient which less than 1 to correct the difference, the two have had the contradiction. The deflection of two and three axles load mode were analyzed, and compared with the axle load conversion c

APA, Harvard, Vancouver, ISO, and other styles

10

Hermawan, A. Rudi, and Eka Sasmita Mulya. "The Analysis of Type L Joint Precast Beam Concretea." Logic : Jurnal Rancang Bangun dan Teknologi 22, no. 2 (2022): 97–102. http://dx.doi.org/10.31940/logic.v22i2.97-102.

Full text

Abstract:

Research precast beam type L shape has produced strength of flexure where it was jointed at middle of span with L shape. Problem was about strength and deflection with joint of Type L shape. Aim of this research was determined strength of flexure such deflection and maximal load would be apllicated. Precast beam type L shape consist of two beam P1 and P2 were tested at two point load was applicated. This research have produced of data of precast beam P1 and P2. Precast beam P1 has deflection 28,44 mm at maximum load 11,21 Ton. Precast beam P2 has deflection 26,71 at maximum load 11,76 Ton. Exc

APA, Harvard, Vancouver, ISO, and other styles

More sources

Dissertations / Theses on the topic "Load-deflection"

1

Squires, G. R. G. "Investigation Of Begg 'Mini-Spring' Load-Deflection Characteristics." Thesis, Faculty of Dentistry, 1991. http://hdl.handle.net/2123/5080.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Snow, Edward Ramsey. "The load/deflection behavior of pretensioned cable-pulley transmission mechanisms." Thesis, Massachusetts Institute of Technology, 1993. http://hdl.handle.net/1721.1/36477.

Full text

APA, Harvard, Vancouver, ISO, and other styles

3

Jiao, Yaguang. "Non-linear load-deflection models for seafloor interaction with steel catenary risers." Thesis, [College Station, Tex. : Texas A&M University, 2007. http://hdl.handle.net/1969.1/ETD-TAMU-1279.

Full text

APA, Harvard, Vancouver, ISO, and other styles

4

Boyd, Curtis Barton. "A Load-Deflection Study of Fiber-Reinforced Plastics as Reinforcement in Concrete Bridge Decks." Thesis, Virginia Tech, 1997. http://hdl.handle.net/10919/9591.

Full text

Abstract:

Approximately fifty percent of the bridges in the United States are considered deficient. The deterioration of the concrete components is a leading cause of the problem. The deterioration of concrete bridge decks is due primarily to corrosion of the reinforcing steel in the concrete. A promising solution to the problem is the use of fiber reinforced plastics (FRP) as a replacement for reinforcing steel. The use of FRP as reinforcement has the following advantages of lightweight, high tensile strength, corrosion resistance, flexibility, and electromagnetic resistance. This paper looks at the us

APA, Harvard, Vancouver, ISO, and other styles

5

Phanthanousy, Samantha. "The Effect of the Stiffness of Unit Load Components on Pallet Deflection and Box Compression Strength." Thesis, Virginia Tech, 2017. http://hdl.handle.net/10919/86203.

Full text

Abstract:

Currently, pallets are designed assuming that the load is distributed evenly on the top of the pallet. When pallets are loaded with packages such as corrugated boxes or returnable plastic containers, due to their physical shape, packages, are not capable of deforming freely with the pallet and a bridging phenomenon occurs. During this load bridging phenomenon, a portion of the vertical forces are redistributed as horizontal forces which causes the redistribution of the vertical compression stresses on the pallet towards the support. As a result, the deflection of the pallet can decrease and th

APA, Harvard, Vancouver, ISO, and other styles

6

Mennitt, Stuart Hayden. "The effects of ship load variations and seastate on hull girder deflection and combat system alignment." Thesis, Massachusetts Institute of Technology, 1990. http://hdl.handle.net/1721.1/32578.

Full text

APA, Harvard, Vancouver, ISO, and other styles

7

Bulsara, Mayank T. (Mayank Thakordas). "Load deflection analysis for determining mechanical properties of thin films with tensile and compressive residual stresses." Thesis, Massachusetts Institute of Technology, 1995. http://hdl.handle.net/1721.1/38097.

Full text

APA, Harvard, Vancouver, ISO, and other styles

8

SOLTANI, GHULAM H. "BUCKLING AND POST-BUCKLING RESPOSNE OF SINGLE CURVATUE BEAM-COLUMNS UNDER THERMAL (FIRE) LOADS." OpenSIUC, 2017. https://opensiuc.lib.siu.edu/theses/2147.

Full text

Abstract:

The main objective of this research was to study the buckling and post-buckling response of axially restrained beam-columns under thermal loading. Also the effects of slenderness ratios on pre-buckling and post-buckling behavior which is neglected in AISC specification was examined. The results of this study indicate that: a) Both the deflection and end moment amplification factors are significantly smaller for the restrained beam-columns subjected to temperature increase than the corresponding unrestrained beam-columns subjected to (mechanical) axial loads. b) The deflection amplification fa

APA, Harvard, Vancouver, ISO, and other styles

9

Bowles, Seth I. "Statnamic Lateral Load Testing and Analysis of a Drilled Shaft in Liquefied Sand." BYU ScholarsArchive, 2005. https://scholarsarchive.byu.edu/etd/723.

Full text

Abstract:

Three progressively larger statnamic lateral load tests were performed on a 2.59 m diameter drilled shaft foundation after the surrounding soil was liquefied using down-hole explosive charges. An attempt to develop p-y curves from strain data along the pile was made. Due to low quality and lack of strain data, p-y curves along the test shaft could not be reliably determined. Therefore, the statnamic load tests were analyzed using a ten degree-of-freedom model of the pile-soil system to determine the equivalent static load-deflection curve for each test. The equivalent static load-deflection cu

APA, Harvard, Vancouver, ISO, and other styles

10

Reilly, James Joseph. "Load Testing Deteriorated Spans of the Hampton Roads Bridge-Tunnel for Load Rating Recommendations." Thesis, Virginia Tech, 2017. http://hdl.handle.net/10919/74302.

Full text

Abstract:

The Hampton Roads Bridge-Tunnel is one of the oldest prestressed concrete structures in the United States. The 3.5 mile long twin structure includes the world's first underwater tunnel between two man-made islands. Throughout its 60 years in service, the harsh environment along the Virginia coast has taken its toll on the main load carrying girders. Concrete spalling has exposed prestressing strands within the girders allowing corrosion to spread. Some of the more damaged girders have prestressing strands that have completely severed due to the extensive corrosion. The deterioration has caused

APA, Harvard, Vancouver, ISO, and other styles

More sources

Books on the topic "Load-deflection"

1

Institution, British Standards. Plastics: Determination of temperature of deflection under load. BSI, 1994.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

2

Koger, Jerry L. Load deflection relationships for three log-skidder tires. U.S. Dept. of Agriculture, Forest Service, Southern Forest Experiment Station, 1985.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

3

F, Harrington, and United States. National Aeronautics and Space Administration., eds. Static test induced loads verification beyond elastic limit. National Aeronautics and Space Administration, 1996.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

4

Center, Langley Research, ed. Some solutions for the large deflections of uniformly loaded circular membranes. National Aeronautics and Space Administration, Langley Research Center, 1997.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

5

Fichter, W. B. Some solutions for the large deflections of uniformly loaded circular membranes. National Aeronautics and Space Administration, 1997.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

6

Jung, F. W. Direct calculation of maximum curvature and strain in AC layers of pavements from load deflection basin measurements. Research and Development Branch, Ontario Ministry of Transportation, 1989.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

7

Slemp, Wesley C. H. Design, optimization and evaluation of integrally stiffened Al 7050 panel with curved stiffeners. National Aeronautics and Space Administration, Langley Research Center, 2011.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

8

M, Bahm Catherine, Heinle Robert A, and United States. National Aeronautics and Space Administration. Scientific and Technical Information Program., eds. Determination of stores pointing error due to wing flexibility under flight load. National Aeronautics and Space Administration, Office of Management, Scientific and Technical Information Program, 1995.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

9

Paeglīte, Ilze. Kustīgās slodzes dinamiskās iedarbes uz autoceļu tiltiem eksperimentāla izpēte un novērtējums. RTU Press, 2021. http://dx.doi.org/10.7250/9789934227028.

Full text

Abstract:

Using data obtained from the dynamic load testing of bridges a method was developed to evaluate level of the dynamic performance without performing a dynamic load test. In this method a dynamic index of the bridge is calculated. Dynamic index allows to evaluate the dynamic performance level of existing and new structures taking into account such bridge parameters as span length / height ratio, natural frequency, vibration damping coefficient, relative deflection and international roughness index IRI. Dynamic index method can be used by bridge owners and maintainers to determine the dynamic pot

APA, Harvard, Vancouver, ISO, and other styles

Book chapters on the topic "Load-deflection"

1

Wang, Zijian, Baosheng Rong, Xin Zhang, Hanxiu Fan, and Liming Wu. "Effect of Cyclic Loading on Mechanical Properties of Lap Joints of Prefabricated Steel Fiber Pavement Slabs." In Novel Technology and Whole-Process Management in Prefabricated Building. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-5108-2_32.

Full text

Abstract:

AbstractIn This paper establishes a finite element model of an assembled steel fiber reinforced concrete pavement slab with lap joints under cyclic loading to analyze the mechanical performance of the slab after 200 and 500 cycles of a vehicle speed of 50 km/h and an axle load of 200 kN. Through finite element software analysis, the curve of the deflection value of the fabricated steel fiber reinforced concrete pavement slab over time is obtained, and a comparative analysis is conducted on the deflection value of the pavement slab under different cycle numbers. The study found that the bending

APA, Harvard, Vancouver, ISO, and other styles

2

Zhang, Kaihui. "Study on the Effect of Uniform Corrosion on the Durability of Corrugated Web-Concrete Combination Box Girders with Steel Base Plate." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-2417-8_28.

Full text

Abstract:

AbstractIn order to study the effect of uniform corrosion on the durability of steel bottom plate corrugated web-concrete composite box girder, this new type of steel-concrete composite structural girder bridge is analysed by using the time-varying reliability as the durability index. The static loading test is carried out on the steel bottom plate corrugated web-concrete composite box girder before and after corrosion, the mid-span deflection and stress before and after corrosion are calculated, and the time-varying reliability is used to calculate the reliability index of the composite box g

APA, Harvard, Vancouver, ISO, and other styles

3

He, Jingjing, Wei Fang, Zhi Zhang, Rusheng Hao, and Yan Guo. "Experimental Study on the Flexural Performance of Hydraulic High Ductility Concrete." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-9184-2_4.

Full text

Abstract:

AbstractIn order to solving the problem of tolerance in the mixing of water workers’ consolidation processes, Hydraulic High Ductile Concrete (HHDC) was prepared by using lower cost centimeters and TY-PVA fibers. The effects of sand-binder ratio, fly ash dosage, rubber powder dosage and fibre dosage on the performance of HHDC were investigated. The results show that among the four influencing factors, the rubber powder dosage and sand-binder ratio have a more significant impact on the flexural load, with HHDC-1 having the highest flexural load of 3.49 kN. While the fiber dosage and fly ash dos

APA, Harvard, Vancouver, ISO, and other styles

4

Elaghoury, Ziad, and F. Michael Bartlett. "Assessment of Deflection-Based Acceptance Criteria for Load Testing." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-61531-3_27.

Full text

APA, Harvard, Vancouver, ISO, and other styles

5

Bischoff, Peter H. "Deflection of Reinforced Concrete Flexural Members with Axial Load." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-34159-5_25.

Full text

APA, Harvard, Vancouver, ISO, and other styles

6

Geßner, Felix, Matthias Weigold, and Eberhard Abele. "Investigation on Tool Deflection During Tapping." In Lecture Notes in Mechanical Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-77256-7_10.

Full text

Abstract:

AbstractTapping is a challenging process at the end of the value chain. Hence, tool failure is associated with rejected components or expensive rework. For modelling the tapping process we choose a mechanistic approach. In the present work, we focus on the tool model, which describes the deflection and inclination of the tool as a result of the radial forces during tapping. Since radial forces always occur during tapping due to the uneven load distribution on the individual teeth, the tool model represents an essential part of the entire closed-loop model. Especially in the entry phase of the

APA, Harvard, Vancouver, ISO, and other styles

7

Krassowska, Julita, and Marta Kosior-Kazberuk. "Serviceability Limit State of Fiber Reinforced Concrete Beams with BFPB Bars and Stirrups." In Springer Proceedings in Materials. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-72955-3_44.

Full text

Abstract:

AbstractThe work analyzes the serviceability ultimate limit state of 4.5 m long fiber-reinforced concrete beams with basalt bars and stirrups (BFRP). On the basis of previous tests, deformations in beams with composite reinforcement are above acceptable values. Beams were made of concrete with basalt fibers to improve deformability, cracks resistance and deflection. The tests showed that the load capacity of beams reinforced with BFRP bars was lower than that of beams with steel reinforcement, resulting from different failure mechanisms of both beams. The failure of beams with BFRP reinforceme

APA, Harvard, Vancouver, ISO, and other styles

8

Kinoshita, Y., Y. Umekawa, and H. Suganuma. "Investigation on load capacity evaluation of existing bridge based on deflection." In Bridge Safety, Maintenance, Management, Life-Cycle, Resilience and Sustainability. CRC Press, 2022. http://dx.doi.org/10.1201/9781003322641-41.

Full text

APA, Harvard, Vancouver, ISO, and other styles

9

Xiao, Xuzhan. "Deflection analysis of two-span reinforced concrete continuous beam under load." In Advances in Engineering Research. Atlantis Press International BV, 2023. http://dx.doi.org/10.2991/978-94-6463-336-8_92.

Full text

APA, Harvard, Vancouver, ISO, and other styles

10

Bald, J. Stefan, and Anh-Duc Nguyen. "Evaluation of Load-carrying Capacity of Asphalt Superstructures from Deflection Measurements." In Materials and Infrastructures 1. John Wiley & Sons, Inc., 2016. http://dx.doi.org/10.1002/9781119318583.ch22.

Full text

APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "Load-deflection"

1

Shirasaka, Riri, and Keigo Suzuki. "Inferring Deflection from Acceleration Measurements of a Slab Deck Under Live Load." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.2825.

Full text

Abstract:

<p>Deflection evaluation is one method for assessing the load-carrying performance of bridges. However, methods using displacement meters require securing a fixed reference point, which is labor-intensive. This study aims to develop a method for evaluating the deflection of short-span bridges using efficient measurements based on accelerometer data collected from the bridge deck. The proposed method first prepares the reference waveform of deflection to span and width and then uses them to construct a parasitic discrete wavelet transform (P-DWT) filter. By applying this filter and amplit

APA, Harvard, Vancouver, ISO, and other styles

2

Suganuma, Hisatada, Kiyohisa Ono, Takashi Kondo, and Yuji Ishikawa. "Deterioration Assessment of Road Bridge RC Deck Slabs through Measurement of Slab Inclination Angles." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.3184.

Full text

Abstract:

<p>In order to maintain and manage RC deck slabs, it is necessary to appropriately evaluate the deterioration status of the slab. One method involves evaluating the deterioration using the deflection of the deck slab. Deflection measurements are generally taken using displacement meters, which require large-scale equipment and time-consuming. This study explores an alternative assessment method by focusing on the inclination angles of the deck slab and the dynamic waveforms of the deflection. The methodology involved conducting wheel load tests on deck slabs removed from existing bridges

APA, Harvard, Vancouver, ISO, and other styles

3

Jacobs, A. J., G. P. Wozadlo, and G. M. Gordon. "Use of a Constant Deflection Test to Evaluate IASCC Susceptibility." In CORROSION 1993. NACE International, 1993. https://doi.org/10.5006/c1993-93599.

Full text

Abstract:

Abstract A constant deflection test has been developed to evaluate the IASCC susceptibility of irradiated stainless steel. This test can be used to supplement CERT (SSRT), constant load, and swelling mandrel tests which have been used in the past. Preliminary data showing the susceptibility of CP Type 304SS as a function of stress, strain, and fast neutron fluence (E &gt; 1 MeV) are presented.

APA, Harvard, Vancouver, ISO, and other styles

4

Bronczyk, Heather, Michael Kolich, and Marie-Eve Cote. "Complete Seat Load Deflection Testing Methodologies." In WCX™ 17: SAE World Congress Experience. SAE International, 2017. http://dx.doi.org/10.4271/2017-01-1391.

Full text

APA, Harvard, Vancouver, ISO, and other styles

5

Li, Hao, Anirban Chakraborty, Xinchuan Liu, Hui Wang, and Cheng Luo. "Deflection of silicon dioxide microbridge under distributed load." In Defense and Security Symposium, edited by Thomas George and Zhongyang Cheng. SPIE, 2007. http://dx.doi.org/10.1117/12.721275.

Full text

APA, Harvard, Vancouver, ISO, and other styles

6

Tekes, Ayse, Kevin McFall, Franklin Woods, and Alexander Bryant. "Adjustable Compliant Mechanism Load Deflection Test Bench Design." In ASME 2018 Dynamic Systems and Control Conference. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/dscc2018-8943.

Full text

Abstract:

Two adjustable compliant mechanism load deflection test benches are presented in this study. Both test bench mechanisms enable testing the deflection of flexible links or mechanisms. The modularity of the designs provides to test various link forms such as fixed-fixed and pinned-pinned joints. The load deflection test benches consist of a linear actuator, an amplifier rod, a linear rail and a sliding car. The measurement setup is equipped with force and displacement sensors for the linear actuator, various clamps to attach the compliant member, and machine vision software to measure member def

APA, Harvard, Vancouver, ISO, and other styles

7

Kang, Jiahui, Yongli Zhao, Huibin Zhang, et al. "Load Balance based Deflection Routing for Optical Burst Switching." In 2018 23rd Opto-Electronics and Communications Conference (OECC). IEEE, 2018. http://dx.doi.org/10.1109/oecc.2018.8730053.

Full text

APA, Harvard, Vancouver, ISO, and other styles

8

Tekes, Ayse, Mohammed Mayeed, and Kevin McFall. "Design and Development of Flexible Systems Load Deflection Tester." In ASME 2019 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/imece2019-10769.

Full text

Abstract:

Abstract This study presents the design and development of a novel, low-cost load-deflection test setup providing the testing of flexible links and compliant mechanisms. Test bench consists of two stepper motors, lead screw, rail system, two carts, two clamps, bearings and a force sensor. Clamps are designed in a way to attach various types of compliant members such as pinned-pinned buckling beam, fixed-fixed beam and 3D printed links. Mechanism enables to calculate the stiffness of compliant and 3D printed flexible systems. Sliders are displaced quasi-statically to slowly stretch or compress

APA, Harvard, Vancouver, ISO, and other styles

9

Durkovic, Srdan, and Zoran Cica. "Birkhoff-von Neumann switch with deflection based load balancing." In 2016 24th Telecommunications Forum (TELFOR). IEEE, 2016. http://dx.doi.org/10.1109/telfor.2016.7818731.

Full text

APA, Harvard, Vancouver, ISO, and other styles

10

"Deflection Prediction for Reinforced Concrete Structures Under Service load." In SP-203: Code Provisions for Deflection Control in Concrete Structures. American Concrete Institute, 2001. http://dx.doi.org/10.14359/10808.

Full text

APA, Harvard, Vancouver, ISO, and other styles

Reports on the topic "Load-deflection"

1

Koger, Jerry L., Eddie C. Burt, and A. C. Bailey. Load Deflection Relationships for Three Log-Skidder Tires. U.S. Department of Agriculture, Forest Service, Southern Forest Experiment Station, 1985. http://dx.doi.org/10.2737/so-rn-311.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Small, Ward. Thickness and Load-Deflection of Direct Ink Write (DIW) Polymer Parts. Office of Scientific and Technical Information (OSTI), 2018. http://dx.doi.org/10.2172/1481067.

Full text

APA, Harvard, Vancouver, ISO, and other styles

3

Small, Ward. Results of Load-Deflection Testing at LLNL as Part of a Multi-Site Assessment Study. Office of Scientific and Technical Information (OSTI), 2018. http://dx.doi.org/10.2172/1459138.

Full text

APA, Harvard, Vancouver, ISO, and other styles

4

Small, Ward, Mark A. Pearson, and Tom R. Metz. Load Deflection of Dow Corning SE 1700 Simple Cubic Direct Ink Write Materials: Effect of Thickness and Filament Spacing. Office of Scientific and Technical Information (OSTI), 2016. http://dx.doi.org/10.2172/1241981.

Full text

APA, Harvard, Vancouver, ISO, and other styles

5

Small, Ward, Mark A. Pearson, and Tom R. Metz. Load Deflection of Dow Corning SE 1700 Face Centered Tetragonal Direct Ink Write Materials: Effect of Thickness and Filament Spacing. Office of Scientific and Technical Information (OSTI), 2016. http://dx.doi.org/10.2172/1241976.

Full text

APA, Harvard, Vancouver, ISO, and other styles

6

Robinson, W. Full-scale evaluation of multi-axial geogrids in road applications. Engineer Research and Development Center (U.S.), 2022. http://dx.doi.org/10.21079/11681/43549.

Full text

Abstract:

The U.S. Army Engineer Research and Development Center (ERDC) constructed a full-scale unsurfaced test section to evaluate the performance of two prototype geogrids, referred to as NX950 and NX750, in road applications. The test section consisted of a 10-in.-thick crushed aggregate surface layer placed over a very weak 2 California Bearing Ratio (CBR) clay subgrade. Simulated truck traffic was applied using one of ERDC’s specially designed load carts outfitted with a single-axle dual wheel truck gear. Rutting performance and instrumentation response data were monitored at multiple traffic inte

APA, Harvard, Vancouver, ISO, and other styles

7

Floyd, Webster, and Andrew Ward. Mobile Runway Edge Sheave Anchor criteria in asphalt concrete pavement. Engineer Research and Development Center (U.S.), 2025. https://doi.org/10.21079/11681/49724.

Full text

Abstract:

The Mobile Runway Edge Sheave (MRES) is used in conjunction with the Mobile Aircraft Arresting System (MAAS) for setback aircraft arresting system (AAS) installations in expedient or temporary situations. There are existing criteria and tactics, techniques, and procedures (TTPs) for MRES installations on portland cement concrete (PCC) pavement and soil, but these criteria have not been developed for asphalt concrete (AC) pavements. The US Air Force Civil Engineer Center (AFCEC) tasked the US Army Engineer Research and Development Center (ERDC) to develop anchor criteria for the MRES in AC pave

APA, Harvard, Vancouver, ISO, and other styles

8

Kinser, Ryan, Mark Barkey, Timothy Rushing, et al. Computationally efficient modeling of lightweight expeditionary airfield surfacing systems at large length scales. Engineer Research and Development Center (U.S.), 2024. http://dx.doi.org/10.21079/11681/48266.

Full text

Abstract:

Expeditionary airfield matting systems are lightweight, portable surfaces that enable the rapid deployment of infrastructure to support aircraft operations. Individual matting components are assembled via interlocking joints to construct arrays that serve as temporary aircraft operating surfaces. The paper outlines the homogenization of the AM2 portable airfield matting system and its interlocking mechanisms to permit computationally efficient analyses toward understanding mechanisms that influence the global behavior of these arrays and underlying subgrade during aircraft maneuvers. An equiva

APA, Harvard, Vancouver, ISO, and other styles

9

Graville, B. A. L51707 Factors Affecting Heat Affected Zone Root Strains in Pipeline Girth Welds and Repairs. Pipeline Research Council International, Inc. (PRCI), 1993. http://dx.doi.org/10.55274/r0010219.

Full text

Abstract:

A previous study on hydrogen cracking in the heat affected zone of pipeline girth welds and repairs found that large strains in the HAZ transverse to the weld played a major role in causing cracking. Large transverse strains were believed to arise from bending of the weld due to the thermal contraction of the weld around the pipe circumference. Large root strains were simulated in the laboratory using a bend test which enabled the effect of material composition and strength to be studied. In the bend test, the specimen deflection at the onset of cracking, indicated by a drop in load, was used

APA, Harvard, Vancouver, ISO, and other styles

10

Wang, Yao, Jeehee Lim, Rodrigo Salgado, Monica Prezzi, and Jeremy Hunter. Pile Stability Analysis in Soft or Loose Soils: Guidance on Foundation Design Assumptions with Respect to Loose or Soft Soil Effects on Pile Lateral Capacity and Stability. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317387.

Full text

Abstract:

The design of laterally loaded piles is often done in practice using the p-y method with API p-y curves representing the behavior of soil at discretized points along the pile length. To account for pile-soil-pile interaction in pile groups, AASHTO (2020) proposes the use of p-multipliers to modify the p-y curves. In this research, we explored, in depth, the design of lateral loaded piles and pile groups using both the Finite Element (FE) method and the p-y method to determine under what conditions pile stability problems were likely to occur. The analyses considered a wide range of design scen

APA, Harvard, Vancouver, ISO, and other styles

We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!