Academic literature on the topic 'Shear bond strength test'
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Journal articles on the topic "Shear bond strength test"
Habib, Syed Rashid, Salwa Bajunaid, Abdulrahman Almansour, Abdulkarim AbuHaimed, Muqrin Nasser Almuqrin, Abdullah Alhadlaq, and Muhammad Sohail Zafar. "Shear Bond Strength of Veneered Zirconia Repaired Using Various Methods and Adhesive Systems: A Comparative Study." Polymers 13, no. 6 (March 16, 2021): 910. http://dx.doi.org/10.3390/polym13060910.
Full textManoharan, Subramani, Chandradip Patel, Stevan Hunter, and Patrick McCluskey. "Effects of Bond Pad Thickness on Shear Strength of Copper Wire Bonds." Additional Conferences (Device Packaging, HiTEC, HiTEN, and CICMT) 2017, HiTEN (July 1, 2017): 000068–73. http://dx.doi.org/10.4071/2380-4491.2017.hiten.68.
Full textPark, Joo-Eon, Soo-Keun Kang, Deok-Bo Lee, and Nak-Sam Choi. "OS14-2-6 Analysis of Interfacial Shear Strength of Fiber/Epoxy Composites by Microdroplet-bond Test." Abstracts of ATEM : International Conference on Advanced Technology in Experimental Mechanics : Asian Conference on Experimental Mechanics 2007.6 (2007): _OS14–2–6——_OS14–2–6—. http://dx.doi.org/10.1299/jsmeatem.2007.6._os14-2-6-.
Full textTandon, Raghav, Sanjeev Maharjan, and Suraj Gautam. "Shear and tensile bond strengths of autoclaved aerated concrete (AAC) masonry with different mortar mixtures and thicknesses." Journal of Engineering Issues and Solutions 1, no. 1 (May 1, 2021): 20–31. http://dx.doi.org/10.3126/joeis.v1i1.36814.
Full textHammad, Ihab A., Richard J. Goodkind, and William W. Gerberich. "A shear test for the bond strength of ceramometals." Journal of Prosthetic Dentistry 58, no. 4 (October 1987): 431–37. http://dx.doi.org/10.1016/0022-3913(87)90270-8.
Full textPlacido, Eliane, Josete B. C. Meira, Raul González Lima, Antonio Muench, Roberto Martins de Souza, and Rafael Yagüe Ballester. "Shear versus micro-shear bond strength test: A finite element stress analysis." Dental Materials 23, no. 9 (September 2007): 1086–92. http://dx.doi.org/10.1016/j.dental.2006.10.002.
Full textIrie, Masao, Yukinori Maruo, Goro Nishigawa, Kumiko Yoshihara, and Takuya Matsumoto. "Flexural Strength of Resin Core Build-Up Materials: Correlation to Root Dentin Shear Bond Strength and Pull-Out Force." Polymers 12, no. 12 (December 9, 2020): 2947. http://dx.doi.org/10.3390/polym12122947.
Full textAnil, Sukumaran, Farouk Ahmed Hussein, Mohammed Ibrahim Hashem, and Elna P. Chalisserry. "The Impact of Chlorhexidine Mouth Rinse on the Bond Strength of Polycarbonate Orthodontic Brackets." Journal of Contemporary Dental Practice 15, no. 6 (2014): 688–92. http://dx.doi.org/10.5005/jp-journals-10024-1600.
Full textManoharan, Subramani, Chandradip Patel, Stevan Hunter, and Patrick McCluskey. "Influence of Initial Shear Strength on Time-to-Failure of Copper (Cu) Wire Bonds in Thermal Aging Condition." Additional Conferences (Device Packaging, HiTEC, HiTEN, and CICMT) 2018, HiTEC (May 1, 2018): 000032–38. http://dx.doi.org/10.4071/2380-4491-2018-hiten-000032.
Full textSauli, Z., V. Retnasamy, W. M. W. Norhaimi, J. Adnan, and M. Palianysamy. "Wire Bond Shear Test Simulation on Hemispherical Surface Bond Pad." Advanced Materials Research 622-623 (December 2012): 643–46. http://dx.doi.org/10.4028/www.scientific.net/amr.622-623.643.
Full textDissertations / Theses on the topic "Shear bond strength test"
Neshvadian, Bakhsh Keivan. "Evaluation of Bond Strength between Overlay and Substrate in Concrete Repairs." Thesis, KTH, Betongbyggnad, 2010. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-36796.
Full textPan, Youguang. "Bond strength of concrete patch repairs : an evaluation of test methods and the influence of workmanship and environment." Thesis, Loughborough University, 1995. https://dspace.lboro.ac.uk/2134/7059.
Full textPham, Keimann, and Jesse Olsson. "Bestämning av skjuvhållfasthet med vridprovning för pågjutna betongkonstruktioner." Thesis, KTH, Byggteknik och design, 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-136826.
Full textDamages and wear on concrete bridges are due to de-icing salt or salt water, reinforcement corrosion and repeated freeze-thaw cycles in combination with increasing traffic loads. The most common repair operation for these types of damages is to remove the deteriorated concrete and replace it with a new concrete overlay. To evaluate how well a bonded concrete overlay is, the bond strength between the new and old concrete has to be determined. The most widely used method for this purpose is the so-called pull off test to determine the tensile bond strength. In practice however the shear bond strength is of greater interest and is therefore approximated on the basis of tensile bond strength, but with a torsion test the shear bond strength can be directly determined. The purpose of this study is to investigate the reliability of the torsion test to determine the shear bond strength in a more direct and accurate manner. The thesis examines the reliability of the torsion test to determine the shear bond strength with the pull off test as a reference. The study includes eight parallel tests of pull off and torsion tests where the lowest measured shear bond strength is compared with the calculated design value of shear bond strength according to EC2. The work is done in connection with the Spårväg city project at Sergels torg, Stockholm, in collaboration with the Traffic Administration Office in Stockholm and CBI, the Swedish Cement and Concrete Research Institute. The results of the tests showed that the failures in the interface between new and old concrete, which are of interest, were more common for pull off tests than torsion tests where only two of the eight test samples showed failure in the interface. The wide scatter of the measured values is a consequence of the low number of failures in the interface. The mean value of the tensile bond strength was 1,43 MPa, which indicates good bond strength. The shear bond strength however made with torsion tests show a mean value of only 1,61 MPa. Lower than the expected value of about twice the tensile bond strength of 2,86 MPa. Interestingly, the lowest measured value of the shear bond strength of 0,83 MPa was unusually low, but still higher than the calculated design value of shear bond strength of 0.59 MPa according to EC2. The study has shown that torsion test is a difficult method for determining the shear strength of the bond between the new and old concrete. The reason for this is mainly due to three factors, the low number of tests, the large scatter of values, and the difficulty to interpret failures of the test samples. Despite this the torsion test seems to be a future method for structural engineers and contractors as a tool to determine shear strength for repaired concrete structures in general and not only the shear bond strength.
Placido, Eliane. ""Distribuição de tensões em testes de cisalhamento e micro-cisalhamento mediante análise de elementos finitos"." Universidade de São Paulo, 2006. http://www.teses.usp.br/teses/disponiveis/23/23140/tde-28082006-201138/.
Full textThe objectives of this study were to compare the stress distribution in finite element models that represented experimental designs commonly used for shear and micro-shear bond strength testing, to verify the tendency to vary the location and mode of fracture as a consequence of changes in the studied parameters, and to analyze the influence of two substrate restriction conditions on stress concentration. Bi-dimensional plane strain models represented a composite (hybrid or flow) bonded to dentin through a 50 μm adhesive layer. Two dentin restriction conditions were estab-lished: in the first (more rigid), movements were restricted in all directions on the nodes located in the dentin surface edges free of adhesion, and in the second, re-striction was imposed only to the posterior dentin surface. Concentrated loading was applied at several distances from the dentin-adhesive interface so as to obtain con-stant nominal bond strength of 4MPa. Maximum tensile and shear stress values, stress distribution along the dentin-adhesive interfacial nodes and the principal maximum stress vectors as indicative of the most probable location and mode of frac-ture were analyzed. Stress distribution along bonded interfaces was always non-uniform and presented very high stress peaks for all cases. This led to the assump-tion that nominal bond strength values are non-representative of the maximum stress supported at fracture. Tensile stresses were always predominant over shear stresses. The composite elastic modulus, relative adhesive layer thickness and different load application distances influenced stress concentration and should be stan-dardized. For micro-shear tests, the relatively thicker adhesive layer and use of a low modulus composite propitiated stress intensification. The shear test seems to be more susceptible than micro-shear to fracture initiation in the substrate, once the point of highest stress concentration was in some cases located in dentin, and small modulus difference was verified between the greatest stress vectors located both on the adhesive and dentin base. Although more favorable to fracture initiation in the adhesive, the micro-shear test design highly concentrated stresses, especially when flow composite was modeled, hence it might be less representative of the maximum stress the specimen resisted at fracture.
Hussein, Husam H. "Analysis and Design of Ultra-High-Performance Concrete Shear Key for PrecastPrestressed Concrete Adjacent Box Girder Bridges." Ohio University / OhioLINK, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1522147809016232.
Full textXavier, Tathy Aparecida. "Comparação dos ensaios de resistência adesiva por torção e por cisalhamento com fio." Universidade de São Paulo, 2010. http://www.teses.usp.br/teses/disponiveis/23/23140/tde-22052010-101723/.
Full textObjective: verify, by finite element analysis (FEA) and laboratorial tests, if the torsion bond strength test is able to lead adhesive interface to fracture under shear stress and if it would be more advantageous than wire-loop shear test. Material and method: for stress analysis by finite element method, the 3D models of both tests consisted of a resin composite cylinder, an adhesive layer and a dentin cylinder with a larger diameter. The specimens were simulated with both conventional and micro sizes, in a 5:1 ratio, except for the adhesive layer, kept in a constant thickness. Two values of elastic modulus were simulated for the composite cylinder (hybrid and flowable). For the shear models, different distances were simulated between the load point and the adhesive interface. The values of maximum principal and maximum shear stresses and the ratio between both types were analyzed along the adhesive interface, as well as the maximum principal vectors direction and the local of stress peaks. For the laboratorial tests, cylinders of hybrid and flowable resin composite, in both micro and conventional sizes, were adhered onto dentin surfaces by means of 3 adhesive systems. The shear load was applied with a metallic wire-loop at distances from the interface based on literature and, for the torsion test, the torque was applied by specific apparatus developed for that. The values of bond strength were submitted to analysis of variance and Tukeys test. Fracture surfaces were analyzed by scan electron microscopy. The frequencies of fracture types were compared by Fishers test and its relationship with bond strength values were verified, as well as the relationship between fracture features and stresses results obtained by FEA. The experimental parameters for comparison between both tests were: ability for detecting significant differences among the 3 adhesives, change of adhesives ranking while varying the test configuration and frequency of fracture types. Results: both tests showed non-uniform stress distribution. It was not noticed a lower sensibility of torsion test results to changes of the test configurations, nor a major ability for detecting significant differences among the adhesive systems than showed the shear test. The torsion test showed to be more difficult to execute and exhibited a higher frequency of cohesive fracture, however, that occurred most of the time in the composite cylinder, while it occurred mainly in dentin in shear test. There was no certainty about the kind of stress that lead to specimen fracture in both tests. Conclusions: although there was no certainty about the kind of stress that lead to specimen fracture and the major difficulty of execution of torsion test, this test exhibited a feature that suggests future studies: the occurrence of cohesive fracture mainly in the composite cylinder, which could be solved, maybe, by reinforcing the cylinder material.
Amiri, Soroush. "Bond strength and shear strength of fiber-reinforced self-consolidating concrete." Mémoire, Université de Sherbrooke, 2017. http://hdl.handle.net/11143/10190.
Full textAbstract : Fiber reinforced self-consolidating concrete (FR-SCC) is one of the recent developments in the world of concrete technology which combines the self-consolidating performance with the post-peak ductility and multiple cracking advantages due to presence of fiber reinforcement in concrete. The use of FR-SCC increases the overall economic efficiency of the construction process by reducing the workforce, or energy consumption required, increasing speed of construction, reduction or elimination of the conventional reinforcement and to the simplification of reinforcement detailing and placement. The FR-SCC has gained increasing popularity applications in the last few years such as bridge decks, girders and beams. Despite the improvement evidence of synergy between self-consolidating technology and fiber addition in the FR-SCC, finding adequate properties of this material is mandatory to find any improper characteristics in the fresh and hardened states. In this regards, defects, such as fiber clustering, segregation and improper flow performance and placement due to improper rheological properties in the fresh state, which leads to reduction in strength, are evaluated. The main objective of this study is to evaluate some rheological and mechanical properties of self-consolidating concrete (SCC) mixtures with different aggregate contents and FR-SCC (incorporating different fiber types and contents). This can help to develop of FR-SCC with adapted rheology and proper mechanical performance including bond strength and shear strength for structural application. In order to evaluate the effect of fibers on rheological properties of SCC in the fresh state, mixtures incorporating four types of fibers with different aspect ratio (L/D) were investigated. The fibers included steel hooked (STH 55/30), steel drawn wire needles (STN 65/13), synthetic macro-fiber propylene (PP 56/38) and polyvinyl alcohol (PVA 60/12) with variety of volume content (0.25%, 0.5%) added to the SCC reference. All mixtures has a fixed w/b ratio of 0.42 and different coarse aggregate contents of 29, 32 and 35%, by volume of concrete. The fresh concrete characteristics were evaluated by considering the slump flow, V-funnel, J-Ring, surface settlement and ConTec rheometer. The hardened properties, mainly compressive strength, splitting tensile strength, flexural strength, flexural toughness, and modulus of elasticity were evaluated. The effect of fiber type, fiber content, and coarse aggregate content on ultimate shear load and shear toughness of the optimized mixtures. The mixtures including SCC reference, SCC with aggregate volume of 32% and 35% (SCCAGG 32% and SCCAGG 35%), SCC incorporating ST-H fibers with the dosages of 0.25% and 0.5% (FRSCC ST-H 0.25% and FRSCC ST-H 0.5%), SCC incorporating PP fibers with the dosages of 0.25% and 0.5% (FRSCC PP 0.25% and FRSCC PP 0.5%), SCC incorporating PVA fibers with the dosages of 0.25% and 0.5% (FRSCC PVA 0.25% and FRSCC PVA 0.5%) and SCC incorporating ST-N fibers with the dosages of 0.25% and 0.5% (FRSCC ST-N 0.25% and FRSCC ST-N 0.5%) were tested using the direct shear push-off test to evaluate shear strength and residual shear strength of the concrete. These test results could be used in the shear load carrying capacity of the structural element made by FRSCC. The test results show that adding fiber was much more effective than increasing aggregate content on the shear strength behaviour of SCC. The ultimate shear stress improvement of the mixtures incorporating fiber compared to the SCC reference mixture were 16.3% for STN 0.5%, 15.8% for STH 0.5%, 14.92% for PP 0.5%, and 7.73% for PVA 0.5% mixture. Moreover, adding fibers improved the post-peak shear behaviour of SCC compared to addition of aggregate content. Increasing the fiber content from 0.25% to 0.5%, by volume of concrete, improved shear strength, shear toughness and flexural toughness behaviour regardless of the fiber types. This enhancement was highest in the case of STH 0.5% and lowest values for PVA0.5%. The bond strength response of rebars located at different heights of the wall element (top-bar effect) investigated for optimized mixtures, including SCC reference, ST-H 0.5, and PP 0.5 mixtures was tested through direct pull-out test of rebars cast in the large wall elements. Adding propylene and steel hooked fibers to SCC is found to slightly increase the bond modification factor (top-bar effect) from 1 in the case of SCC up to 1.1 and 1.2 for propylene and steel hooked fibers, respectively. The wall elements made with SCC reference mixture showed the most uniform bond strength distribution and had less than 5% reduction of bond strength along the height. These bond strength losses for wall element cast with SCC incorporating 0.5 % of steel hooked fiber and that of propylen fiber with the same volume are 10% and 20%, respectively.
Erzin, Yusuf. "Strength Of Different Anatolian Sands In Wedge Shear, Triaxial Shear, And Shear Box Tests." Phd thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/12604689/index.pdf.
Full text#966
cv at constant volume related to the mineralogical composition. In order to investigate the difference in strength measured in the wedge shear test, which approaches the plane strain condition, in the triaxial test, and in the shear box test, Anatolian sands were obtained from different locations in Turkey. Mineralogical analyses, identification tests, wedge shear tests (cylindrical wedge shear tests (cylwests) and prismatic wedge shear tests (priswests)), triaxial tests, and shear box tests were performed on these samples. In all shear tests, the shear strength measured was found to increase with the inclination &
#948
of the shear plane to the bedding planes. Thus, cylwests (&
#948
= 60o) iii yielded higher values of internal friction &
#966
by about 3.6o than priswests (&
#948
= 30o) under normal stresses between 17 kPa and 59 kPa. Values of &
#966
measured in cylwests were about 1.08 times those measured in triaxial tests (&
#948
&
#8776
65o), a figure close to the corresponding ratio of 1.13 found by past researchers between actual plane strain and triaxial test results. There was some indication that the difference between cylwest and triaxial test results increased with the &
#966
cv value of the samples. With the smaller &
#948
values (30o and 40o), priswests yielded nearly the same &
#966
values as those obtained in triaxial tests under normal stresses between 20 kPa and 356 kPa. Shear box tests (&
#948
=0o) yielded lower values of &
#966
than cylwests (by about 7.9o), priswests (by about 4.4o), and triaxial tests (by about 4.2o) under normal stresses between 17 kPa and 48 kPa. It was shown that the shear strength measured in shear box tests showed an increase when &
#948
was increased from 30o to 60o
this increase (about 4.2o) was of the order of the difference (about 3.6o) between priswest (&
#948
= 30o) and cylwest (&
#948
= 60o) results mentioned earlier. Shear box specimens with &
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= 60o, prepared from the same batch of any sample as the corresponding cylwests, yielded &
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values very close to those obtained in cylwests.
Lalani, Nazir. "Polymerization with the argon laser curing time and shear bond strength /." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk2/tape17/PQDD_0007/MQ30666.pdf.
Full textAlonso, Alexandre Abdalla [UNESP]. "Estudo comparativo da influência de três diferentes métodos de fundição na resistência da interface metal-cerâmica, por meio do teste de cisalhamento." Universidade Estadual Paulista (UNESP), 2006. http://hdl.handle.net/11449/97411.
Full textCoordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)
Este trabalho avaliou a influência de três diferentes métodos de fundição (maçarico e centrífuga elétrica - G1, indução eletromagnética - G2 e plasma - G3), sobre a interface de uma liga metálica de Pd-Ag-Sn e uma cerâmica odontológica de cobertura. Foram encerados para cada método de fundição 30 padrões em cera. Os padrões em cera foram incluídos e fundidos de acordo com as especificações de cada fabricante de equipamentos de fundição. Após o processo de sinterização da cerâmica, os corpos de prova (CP) foram divididos em dois subgrupos. Um subgrupo foi submetido diretamente ao ensaio mecânico de cisalhamento, e o outro recebeu ciclagem térmica e mecânica, seguido do ensaio mecânico de cisalhamento. Então, para cada método de fundição (n=24), metade dos CP receberam ciclagem térmica e mecânica (n=12), e a outra metade os CP não foram ciclados. Após o cisalhamento, os CP foram examinados em estereomicroscópio, para verificação do padrão de fratura. Os valores coletados durante o ensaio de cisalhamento receberam análise estatística, (ANOVA e teste de Tukey), com nível de significância de 5%. Os resultados mostraram os seguintes valores (média l desvio padrão), para os subgrupos sem ciclagem: 108,35 l 22,97 MPa para o maçarico; 103,64 l 28,28 MPa para a indução; 93,79 l 11,07 MPa para o plasma; para o sub grupo com ciclagens: 97,96 l 18,30 MPa para o maçarico; 62,34 l 11,26 MPa para a indução; e 58,10 l 10,66 MPa para o plasma. Conclui-se que os grupos Plasma com ciclagem e Indução com ciclagem apresentam médias dos resultados semelhantes e menores que os demais.
The aim of this study was to evaluate the three differents methods of melting (gas oxygen torch and eletrical centrifuge G1, Induction electrical centrifuge G2 e automated casting machine with gas argon - G3), between the interface of the Pd-Ag-Sn alloy, and a dental ceramic. Thirty standardized specimens were waxed for each method of melting. The specimens were included and melted in agreement with each manufacturer's melting equipments specifications. Following a feldspatic ceramic was applied over the metal copping, according to the manufacturers' instructions The specimens were divided in two subgroups. One subgroup was directly submitted to the shear bond strength test; and the other subgroup was thermo-cycled, mechanic-cycled, followed by the shear bond strength test. The fractured specimens were evaluated under a stereoscopic loup (20 X magnification), and the type of fracture recorded. The data collected during the shear bond strength test were submitted to ANOVA and Tukey's test statistical analysis with 5% level of significantly. The results showed the following values (mean l S.D.), for the sub groups without cycling: 108,35 l 22,97 MPa by gas oxygen torch and eletrical centrifuge, 103,64 l 28,28 MPa by Induction electrical centrifuge, 93,79 l 11,07 MPa by automated casting machine with gas argon and for the sub group with cycling 97,96 l 18,30 MPa by gas oxygen torch and electrical centrifuge, 62,34 l 11,26 MPa by Induction electrical centrifuge, and 58,10 l 10,66 MPa by automated casting machine with gas argon. Considering this study we can conclude that the automated casting machine with gas argon with cycling and Induction electrical centrifuge with cycling presents similar averages and lower than the others groups.
Books on the topic "Shear bond strength test"
Bourke, Brian. Factors affecting the shear bond strength of orthodontic brackets to porcelain. Birmingham: University of Birmingham, 1997.
Find full textMohammad, Louay N., Mostafa A. Elseifi, Ramendra Das, and Wei Cao. Validation of the Louisiana Interlayer Shear Strength Test for Tack Coat. Washington, D.C.: Transportation Research Board, 2018. http://dx.doi.org/10.17226/25123.
Full textMohammad, Louay N., Mostafa A. Elseifi, Ramendra Das, and Wei Cao. Validation of the Louisiana Interlayer Shear Strength Test for Tack Coat. Washington, D.C.: Transportation Research Board, 2018. http://dx.doi.org/10.17226/25458.
Full textHanhijarvi, Antti. Computational optimisation of test specimen for planar shear strength tests of wood based panels. Espoo, Finland: VTT, Technical Research Centre of Finland, 1998.
Find full textCrews, John H. Measurement of multiaxial ply strength by an off-axis flexure test. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1992.
Find full textCrews, John H. Measurement of multiaxial ply strength by an off-axis flexure test. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1992.
Find full textSharma-Sayal, Seema K. The influence of bracket base design on shear bond strength of brackets bonded to bovine enamel. [Toronto: University of Toronto, Faculty of Dentistry], 1999.
Find full textChoi, Sung Rak. Dependency of shear strength on test rate in SiC/BSAS ceramic matrix composite at elevated temperature. [Cleveland, Ohio: NASA Glenn Research Center, 2003.
Find full textCaldwell, Richard E. Investigations into the factors affecting the shear bond strength of multiple component and single bottle dentin bonding systems to dentin. [Toronto: Faculty of Dentistry, University of Toronto], 2000.
Find full textMahal, Raj-Deep Singh. A standardized approach to determine the effect of thermocycling and long term storage on the shear bond strength of orthodontic brackets cemented to bovine enamel. [Toronto: Faculty of Dentistry, University of Toronto], 2000.
Find full textBook chapters on the topic "Shear bond strength test"
Madhavi, K., M. V. Renuka Devi, K. S. Jagadish, and S. M. Basutkar. "Shear Bond Strength of Brick Masonry." In Lecture Notes in Civil Engineering, 583–90. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-6969-6_50.
Full textLibby, James R. "Flexural-Shear Strength, Torsional Strength, and Bond of Prestressed Reinforcement." In Modern Prestressed Concrete, 213–88. Boston, MA: Springer US, 1990. http://dx.doi.org/10.1007/978-1-4615-3918-6_6.
Full textMir, Bashir Ahmed. "Shear Strength of Soils by Triaxial Test." In Manual of Geotechnical Laboratory Soil Testing, 307–72. Boca Raton: CRC Press, 2021. http://dx.doi.org/10.1201/9781003200260-15.
Full textSbroglia, R. M., R. A. R. Higashi, M. S. Espíndola, V. S. Muller, and P. Betiatto. "Use of Borehole Shear Test to Obtain Shear Strength Data Comparison to Direct Shear Test." In IAEG/AEG Annual Meeting Proceedings, San Francisco, California, 2018—Volume 6, 145–51. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-93142-5_20.
Full textTashiro, Naoki, Zentaro Furukawa, and Kiyonobu Kasama. "Bioelectric Potential of Plant Undertaking Shear Strength on Shear Test." In Lecture Notes in Civil Engineering, 1001–6. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-2184-3_131.
Full textKobayashi, I., H. Ohta, M. Hirata, and A. Iizuka. "Shear strength mobilization in shear box test under constant volume." In Slope Stability Engineering, 763–68. London: Routledge, 2021. http://dx.doi.org/10.1201/9780203739600-19.
Full textvon Maubeuge, Kent P., and Henning Ehrenberg. "Peel and Shear Test Comparison and Geosynthetic Clay Liner Shear Strength Correlation." In Current and Future Practices for the Testing of Multi-Component Geosynthetic Clay Liners, 1–13. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2013. http://dx.doi.org/10.1520/stp156220120098.
Full textUmetsu, Kimio. "Strength Properties of Sand by Tilting Test, Box Shear Test and Plane Strain Compression Test." In Soil Stress-Strain Behavior: Measurement, Modeling and Analysis, 215–24. Dordrecht: Springer Netherlands, 2007. http://dx.doi.org/10.1007/978-1-4020-6146-2_6.
Full textBouassida, Mounir, and Dalel Azaiez. "On the Determination of Undrained Shear Strength from Vane Test." In Advancements on Sustainable Civil Infrastructures, 50–68. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-96241-2_5.
Full textZomorodian, Seyed Mohammad Ali, and Ahmad Faghihi. "Shear Strength and Volume Change of Unsaturated Collapsible Soil by CW Test." In Unsaturated Soils: Research and Applications, 279–86. Berlin, Heidelberg: Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-31116-1_38.
Full textConference papers on the topic "Shear bond strength test"
M. Jafarlou, Davoud, Gehn Ferguson, Aaron Nardi, Victor Champagne, and Ian R. Grosse. "Cold Spray Deposition of Pure Titanium Coating Onto High Strength Substrate With Ultra-High Bond Strength." In ASME 2019 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/imece2019-11689.
Full textFarrag, Khalid, and Kevin Stutenberg. "Long-Term Evaluation of the Bonding Strength of Composite Repairs." In 2012 9th International Pipeline Conference. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/ipc2012-90071.
Full textAsadizanjani, Navid, Domenic Forte, and Mark Tehranipoor. "Nondestructive Bond Pull and Ball Shear Failure Analysis Based on Real Structural Properties." In ISTFA 2016. ASM International, 2016. http://dx.doi.org/10.31399/asm.cp.istfa2016p0588.
Full textCho, Y. J., M. B. Han, J. S. Bae, I. J. Choi, D. S. Choi, H. G. Noh, S. J. Yoo, and G. H. Jang. "Evaluation of Mechanical Reliability of Micro Bump in Semiconductors Through a Shear Test." In ASME 2021 30th Conference on Information Storage and Processing Systems. American Society of Mechanical Engineers, 2021. http://dx.doi.org/10.1115/isps2021-65058.
Full textWeed, Joshua D., and William Jordan. "Interfacial Shear Strength of Banana Fiber in Low-Density Polyethylene." In ASME 2013 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/imece2013-64770.
Full textJagatap, Shraddha, and Sayed A. Nassar. "Effect of Autoclave Process Variables on Film Adhesive Bond With Polycarbonate Adherends." In ASME 2018 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/pvp2018-84917.
Full textSaiyed, S., S. A. Kudtarkar, R. Murcko, and K. Srihari. "Assessment of 20 Micrometer Diameter Wires for Wire Bond Interconnect Technology." In ASME 2007 InterPACK Conference collocated with the ASME/JSME 2007 Thermal Engineering Heat Transfer Summer Conference. ASMEDC, 2007. http://dx.doi.org/10.1115/ipack2007-33691.
Full textNakamori, Riko, Yuki Kageyama, and Nozomu Baba. "Experimental Study on Behavior of Shear Connectors Embedded in Steel-Reinforced Concrete Joints." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Valencia: Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7124.
Full textIsabegović, Jasmin, and Hasan Okanović. "LABORATORY GEOMECHANICAL TESTS OF LIMIT SHEAR STRENGTH OF LIMESTONE FROM THE LOCATION PONIKVA NEAR GACKO." In GEO-EXPO 2020. DRUŠTVO ZA GEOTEHNIKU U BOSNI I HERCEGOVINI, 2020. http://dx.doi.org/10.35123/geo-expo_2020_15.
Full textSalehi, Saeed. "Applicability of Geopolymer Materials for Well P&A Applications." In ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/omae2017-62351.
Full textReports on the topic "Shear bond strength test"
MEACHAM JE. SHEAR STRENGTH MEASURING EQUIPMENT EVALUATION AT THE COLD TEST FACILITY. Office of Scientific and Technical Information (OSTI), September 2009. http://dx.doi.org/10.2172/964366.
Full textKnab, L. I., and C. B. Spring. Evaluation of test methods for measuring the bond strength of Portland-cement based repair materials to concrete. Gaithersburg, MD: National Bureau of Standards, 1988. http://dx.doi.org/10.6028/nbs.ir.88-3746.
Full textRahman, Shahedur, Rodrigo Salgado, Monica Prezzi, and Peter J. Becker. Improvement of Stiffness and Strength of Backfill Soils Through Optimization of Compaction Procedures and Specifications. Purdue University, 2020. http://dx.doi.org/10.5703/1288284317134.
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