Academic literature on the topic 'Out-of-plane shear'
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Journal articles on the topic "Out-of-plane shear"
Hajgató, Balázs, Songül Güryel, Yves Dauphin, Jean-Marie Blairon, Hans E. Miltner, Gregory Van Lier, Frank De Proft, and Paul Geerlings. "Out-of-plane shear and out-of plane Young’s modulus of double-layer graphene." Chemical Physics Letters 564 (March 2013): 37–40. http://dx.doi.org/10.1016/j.cplett.2013.02.018.
Full textTsai, Jia Lin, and Jui Ching Kuo. "Strain Rate Effect on Out of Plane Shear Strength of Fiber Composites." Key Engineering Materials 345-346 (August 2007): 725–28. http://dx.doi.org/10.4028/www.scientific.net/kem.345-346.725.
Full textTsai, C. L., and I. M. Daniel. "Determination of in-plane and out-of-plane shear moduli of composite materials." Experimental Mechanics 30, no. 3 (September 1990): 295–99. http://dx.doi.org/10.1007/bf02322825.
Full textDerfel, Grzegorz. "Out of shear plane deformations in nematic liquid crystals." Liquid Crystals 10, no. 5 (November 1991): 647–58. http://dx.doi.org/10.1080/02678299108241732.
Full textRahman, MD Tanvir, Mahmud Ashraf, Kazem Ghabraie, and Mahbube Subhani. "Evaluating Timoshenko Method for Analyzing CLT under Out-of-Plane Loading." Buildings 10, no. 10 (October 14, 2020): 184. http://dx.doi.org/10.3390/buildings10100184.
Full textYıldırım, V. "In-Plane and Out-of-Plane Free Vibration Analysis of Archimedes-Type Spiral Springs." Journal of Applied Mechanics 64, no. 3 (September 1, 1997): 557–61. http://dx.doi.org/10.1115/1.2788928.
Full textGieschke, P., and O. Paul. "CMOS-integrated Sensor chip for in-plane and out-of-plane shear stress." Procedia Engineering 5 (2010): 1364–67. http://dx.doi.org/10.1016/j.proeng.2010.09.368.
Full textNI, QingQing, and Shoichi KATAOKA. "Shear Buckling Analysis on Laminated Composite Plates with Out-of-Plane Shear Deformation." Transactions of the Japan Society of Mechanical Engineers Series A 64, no. 618 (1998): 522–28. http://dx.doi.org/10.1299/kikaia.64.522.
Full textAl-Gabri, B. N. A., A. B. Nabilah, F. N. A. Abdul Aziz, and I. A. Karim. "Numerical analysis of out-of-plane deformation of shear wall." IOP Conference Series: Earth and Environmental Science 357 (November 25, 2019): 012001. http://dx.doi.org/10.1088/1755-1315/357/1/012001.
Full textWu, Linzhi, and Penglin Gao. "Manipulation of the propagation of out-of-plane shear waves." International Journal of Solids and Structures 69-70 (September 2015): 383–91. http://dx.doi.org/10.1016/j.ijsolstr.2015.05.012.
Full textDissertations / Theses on the topic "Out-of-plane shear"
Robazza, Brook Raymond. "Out-of-plane stability of reinforced masonry shear walls under seismic loading : in-plane reversed cyclic testing." Thesis, University of British Columbia, 2013. http://hdl.handle.net/2429/45238.
Full textRoman, Humberto Ramos. "Out-of-plane shear behaviour of brickwork joints subjected to non-uniform compressive stress." Thesis, University of Sheffield, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.385713.
Full textAzimikor, Nazli. "Out-of-plane stability of reinforced masonry shear walls under seismic loading : cyclic uniaxial tests." Thesis, University of British Columbia, 2012. http://hdl.handle.net/2429/42113.
Full textBagheri, Mohammad Mehdi. "Study of Deflection of Single and Multi-Storey Light Frame Wood Shear Walls." Thesis, Université d'Ottawa / University of Ottawa, 2018. http://hdl.handle.net/10393/37946.
Full textFrancis, Philip. "The influence of shear connection strength and stiffness on the resistance of steel-concrete composite sandwich panels to out-of-plane forces." Thesis, University of Surrey, 2018. http://epubs.surrey.ac.uk/848767/.
Full textWalimbe, Anmol. "Investigation of Shear Lag and Eccentric Weld Demands on Top Chord Knife Connections in Open Web Steel Joist Girders." University of Cincinnati / OhioLINK, 2021. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1623165008367418.
Full textPetersen, Robert. "In-plane shear behaviour of unreinforced masonry panels strengthened with fibre reinforced polymer strips." Thesis, 2009. http://hdl.handle.net/1959.13/44603.
Full textInserting fibre reinforced polymer (FRP) strips into pre-cut grooves in the surface of masonry walls is an emerging technique for the retrofit of unreinforced masonry (URM) structures. This method, known as near surface mounting (NSM), provides significant advantages over externally bonded FRP strips in that it has less of an effect on the aesthetics of a structure and can sustain higher loading before debonding. As this technique is relatively new, few studies into the behaviour of masonry walls strengthened using this technique have been conducted. A combined experimental and numerical program was conducted as part of this research project to study the in-plane shear behaviour of masonry wall panels strengthened with NSM carbon FRP (CFRP) strips. In this project the FRP strips were designed to resist sliding along mortar bed joints and diagonal cracking (through mortar joints and brick units). Both of these failure modes are common to masonry shear walls. Different reinforcement orientations were used, including: vertical; horizontal; and a combination of both. The first stage of the project involved characterising the bond between the FRP and the masonry using experimental pull tests (18 in total). From these tests the bond strength, the critical bond length and the local bond-slip relationship of the debonding interface was determined. The second stage of the project involved conducting diagonal tension/shear tests on masonry panels. A total of four URM wall panels and seven strengthened wall panels were tested. These tests were used to determine: the effectiveness of the reinforcement; the failure modes; the reinforcement mechanisms; and the behaviour of the bond between the masonry and the FRP in the case of a panel. The third stage of the project involved developing a finite element model to help understand the experimental results. The masonry was modelled using the micro-modelling approach, and the FRP was attached to the masonry model using the bond-slip relationships determined from the pull tests. Reinforcement schemes in which vertical FRP strips were used improved the strength and ductility of the masonry wall panels. When only horizontal strips were used to reinforce a wall panel, failure occurred along an un-strengthened bed joint and the increase in strength and ductility was negligible. The vertical reinforcement prevented URM sliding failure by restraining the opening (dilation) of the sliding cracks that developed through the mortar bed joints. The finite element model reproduced the key behaviours observed in the experiments for both the unreinforced and FRP strengthened wall panels. This model would potentially be useful for the development of design equations.
Petersen, Robert. "In-plane shear behaviour of unreinforced masonry panels strengthened with fibre reinforced polymer strips." 2009. http://hdl.handle.net/1959.13/44603.
Full textInserting fibre reinforced polymer (FRP) strips into pre-cut grooves in the surface of masonry walls is an emerging technique for the retrofit of unreinforced masonry (URM) structures. This method, known as near surface mounting (NSM), provides significant advantages over externally bonded FRP strips in that it has less of an effect on the aesthetics of a structure and can sustain higher loading before debonding. As this technique is relatively new, few studies into the behaviour of masonry walls strengthened using this technique have been conducted. A combined experimental and numerical program was conducted as part of this research project to study the in-plane shear behaviour of masonry wall panels strengthened with NSM carbon FRP (CFRP) strips. In this project the FRP strips were designed to resist sliding along mortar bed joints and diagonal cracking (through mortar joints and brick units). Both of these failure modes are common to masonry shear walls. Different reinforcement orientations were used, including: vertical; horizontal; and a combination of both. The first stage of the project involved characterising the bond between the FRP and the masonry using experimental pull tests (18 in total). From these tests the bond strength, the critical bond length and the local bond-slip relationship of the debonding interface was determined. The second stage of the project involved conducting diagonal tension/shear tests on masonry panels. A total of four URM wall panels and seven strengthened wall panels were tested. These tests were used to determine: the effectiveness of the reinforcement; the failure modes; the reinforcement mechanisms; and the behaviour of the bond between the masonry and the FRP in the case of a panel. The third stage of the project involved developing a finite element model to help understand the experimental results. The masonry was modelled using the micro-modelling approach, and the FRP was attached to the masonry model using the bond-slip relationships determined from the pull tests. Reinforcement schemes in which vertical FRP strips were used improved the strength and ductility of the masonry wall panels. When only horizontal strips were used to reinforce a wall panel, failure occurred along an un-strengthened bed joint and the increase in strength and ductility was negligible. The vertical reinforcement prevented URM sliding failure by restraining the opening (dilation) of the sliding cracks that developed through the mortar bed joints. The finite element model reproduced the key behaviours observed in the experiments for both the unreinforced and FRP strengthened wall panels. This model would potentially be useful for the development of design equations.
Books on the topic "Out-of-plane shear"
Fuentecilla, Jose V. A Man for Many Seasons. University of Illinois Press, 2017. http://dx.doi.org/10.5406/illinois/9780252037580.003.0013.
Full textBook chapters on the topic "Out-of-plane shear"
Tsai, Jia Lin, and Jui Ching Kuo. "Strain Rate Effect on Out of Plane Shear Strength of Fiber Composites." In The Mechanical Behavior of Materials X, 725–28. Stafa: Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-440-5.725.
Full textZhang, Xuanjia, Heyuan Huang, and Dong Wang. "Research on Out-of-Plane Shear Mechanical Properties of Damaged Composite T-joints." In Lecture Notes in Electrical Engineering, 94–102. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-7423-5_10.
Full textVan Hemelrijck, D., L. Schillemans, F. De Roey, I. Daerden, F. Boulpaep, and A. Cardon. "A Computerized Test Setup for the Determination of the In-Plane and Out-of-Plane Shear Modulus in Orthotropic Specimens." In Mechanical Identification of Composites, 149–55. Dordrecht: Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3658-7_16.
Full text"Interlaminar and Out-of-Plane Shear Stress." In Mechanics of Aeronautical Composite Materials, 151–56. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2017. http://dx.doi.org/10.1002/9781119459057.ch10.
Full textSagaseta, Juan, and Phil Francis. "Out-of-plane shear strength of steel-concrete sandwich panels." In fib Bulletin 85. Towards a rational understanding of shear in beams and slabs, 225–38. fib. The International Federation for Structural Concrete, 2018. http://dx.doi.org/10.35789/fib.bull.0085.ch14.
Full textRobazza, B. R., T. Y. Yang, K. J. Elwood, D. L. Anderson, S. Brzev, and B. McEwen. "Effects of in-plane loading on the out-of-plane stability of slender reinforced concrete masonry shear walls." In Brick and Block Masonry, 1847–56. CRC Press, 2016. http://dx.doi.org/10.1201/b21889-229.
Full textKumari, Emarti. "Dynamic Analysis of High-Rise Buildings Using Simplified Numerical Method." In Vibration Monitoring and Analysis - Recent Advances [Working Title]. IntechOpen, 2022. http://dx.doi.org/10.5772/intechopen.108556.
Full textConference papers on the topic "Out-of-plane shear"
Baumann, M., B. Lemke, P. Ruther, and O. Paul. "Piezoresistive CMOS sensors for out-of-plane shear stress." In 2009 IEEE Sensors. IEEE, 2009. http://dx.doi.org/10.1109/icsens.2009.5398265.
Full textRoach, Dale C., and A. Gordon L. Holloway. "THE EFFECTS OF OUT-OF-PLANE CURVATURE ON UNIFORMLY SHEARED TURBULENCE." In Second Symposium on Turbulence and Shear Flow Phenomena. Connecticut: Begellhouse, 2001. http://dx.doi.org/10.1615/tsfp2.1790.
Full textLiu, Mao, and W. D. Zhu. "Controlling Out-of-Plane Shear Wave Propagation With Broadband Cloaking." In ASME 2019 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/imece2019-12156.
Full textHaluza, Rudy T., Kevin Koudela, Charles Bakis, Daniel O. Adams, Mark A. Perl, and Mike Pereira. "Out-of-Plane Shear Properties of IM7/8552 Carbon/Epoxy by V-notched Shear Testing." In AIAA Scitech 2020 Forum. Reston, Virginia: American Institute of Aeronautics and Astronautics, 2020. http://dx.doi.org/10.2514/6.2020-1212.
Full textZhao, Heng, Bo Qiang, Carolina Amador, Pengfei Song, Matthew W. Urban, Randall R. Kinnick, James F. Greenleaf, and Shigao Chen. "Measure elasticity and viscosity using the out-of-plane shear wave." In 2012 IEEE International Ultrasonics Symposium. IEEE, 2012. http://dx.doi.org/10.1109/ultsym.2012.0053.
Full textKurguzov, Vladimir, and Vladimir Kornev. "Coupled fracture criterion and prefracture zone during out-of-plane shear." In 28TH RUSSIAN CONFERENCE ON MATHEMATICAL MODELLING IN NATURAL SCIENCES. AIP Publishing, 2020. http://dx.doi.org/10.1063/5.0003444.
Full textHou, B., A. Ono, S. Abdennadher, Y. L. Li, S. Pattofatto, and H. Zhao. "Out-of-plane behavior of honeycombs under dynamic combined compressive and shear loading." In DYMAT 2009 - 9th International Conferences on the Mechanical and Physical Behaviour of Materials under Dynamic Loading. Les Ulis, France: EDP Sciences, 2009. http://dx.doi.org/10.1051/dymat/2009059.
Full textPan, J. "Asymptotic Crack-Tip Fields in Perfectly Plastic Solids Under Combined In-Plane and Out-of-Plane Shear Loading Conditions." In ASME 2005 Pressure Vessels and Piping Conference. ASMEDC, 2005. http://dx.doi.org/10.1115/pvp2005-71201.
Full textCarney, Preston, and John J. Myers. "Shear and Flexural Strengthening of Masonry Infill Walls with FRP for Extreme Out-of-Plane Loading." In Architectural Engineering Conference (AEI) 2003. Reston, VA: American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/40699(2003)45.
Full textChen, Chang-New. "Out-of-Plane Deflection of Nonprismatic Curved Beam Structures Considering the Effect of Shear Deformation Solved by DQEM." In ASME/JSME 2004 Pressure Vessels and Piping Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/pvp2004-2771.
Full textReports on the topic "Out-of-plane shear"
STUDY ON MECHANICAL PROPERTIES OF STAINLESS STEEL PLATE SHEAR WALL STRENGTHENED BY CORRUGATED FRP. The Hong Kong Institute of Steel Construction, August 2022. http://dx.doi.org/10.18057/icass2020.p.305.
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