Academic literature on the topic 'Bending rigidity'

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Journal articles on the topic "Bending rigidity"

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Park, Jung-Whan, and Ae-Gyeong Oh. "Bending Rigidity of Yarns." Textile Research Journal 76, no. 6 (2006): 478–85. http://dx.doi.org/10.1177/0040517506063915.

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Peiffer, Julie, KyoungOk Kim, and Masayuki Takatera. "Verification of the effect of yarn torsional rigidity on fabric bending rigidity in any direction." Textile Research Journal 87, no. 4 (2016): 424–32. http://dx.doi.org/10.1177/0040517516631321.

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The effect of yarn torsional rigidity was verified on the Cooper model for fabric bending rigidity in any direction. We made five cotton fabrics with different weft densities and prepared three commercial fabrics as experimental samples. The torsional rigidity of yarn from the bobbin and that of yarn directly extracted from fabric were measured with a yarn torsional tester. The bending rigidity of yarn from the bobbin was measured using the same pure bending tester as used in fabric bending testing. The bending rigidity of thin fabric was calculated using torsional rigidities of yarns extracte
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Afaunov, A. A., V. D. Usikov, A. I. Afaunov, and I. M. Dunaev. "Stability of Injured Spine in Relation to Bending Loads under Conditions of Transpedicular Osteosynthesis (Experimental Study)." N.N. Priorov Journal of Traumatology and Orthopedics 11, no. 3 (2004): 23. http://dx.doi.org/10.17816/vto200411323.

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Study of T9—L3 spinal segment blocks using anatomic preparations has showed that in instable injury of T12 the rigidity of T11—L1 segments under conditions of transpedicular osteosynthesis with four screws spinal system is on average 25% and 14.7% lower than the normal rigidity of the intact T11—L1 segments in relation to bending kyphotic loads and lateral bending loads, respectively. The rigidity of synthesized spinal segments to lateral bending loads is 1.9 times lower than the rigidity to sagittal bending loads. With use of metalwork the rigidity indices of the synthesized spinal segments a
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Wang, Shi Ji, and Xian Li. "The Effect of Bending Rigidity on Measuring the Adhesion Work of Membrane." Advanced Materials Research 97-101 (March 2010): 3272–75. http://dx.doi.org/10.4028/www.scientific.net/amr.97-101.3272.

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A theoretical model is developed to examine the effect of bending rigidity on measuring the adhesion work between a flat punch and a flexible membrane by pull-off test. The validity of this model is certified by the theoretical analysis. It can be used in the future experiments to analyze the experimental data when the bending rigidity of the membrane cannot be ignored. From our quantitative analysis, the effect is remarkable and sensitive to the bending rigidity. The effect of bending rigidity should not be neglected unless the membrane is very soft or the membrane is very thin. The elastic m
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Huang, Dawei, Hao Jiang, Wenjun Luo, Hao Xiong, Baizan Tang, and Jinhui Xu. "Algorithm for an Effective Ratio of the Transverse Bending Rigidity Based on the Segment Joint Bending Stiffness." Applied Sciences 12, no. 4 (2022): 1901. http://dx.doi.org/10.3390/app12041901.

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An algorithm for calculating the effective ratio of the transverse bending rigidity is established based on the segment longitudinal joint bending stiffness. With the knowledge of this effective ratio, the bending rigidity of a modified uniform rigidity ring is fully defined. To verify this developed algorithm, the effective ratios and convergence deformations of the modified uniform rigidity rings obtained with different methods are compared. Moreover, the responses of the modified uniform rigidity ring model under loading obtained from this algorithm are compared to those obtained with the e
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Wang, Yan, Zu Tian Cheng, Yi Liang Peng, Xin Gu, and Tao Zhang. "Numerical Analysis of the Influence of Bolt Pretension on Rigid Flange Joint Rigidity in Substation Steel Structures." Applied Mechanics and Materials 405-408 (September 2013): 3186–91. http://dx.doi.org/10.4028/www.scientific.net/amm.405-408.3186.

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in order to research the influence of bolt pretension on the rigid flange joints stiffness further, ANSYS finite element model was built on the basis of experimental investigations, and was used to research the influence of bolt pretension on the axial rigidity, shear rigidity and bending rigidity. The calculation results indicated that the axial rigidity, shear rigidity and bending rigidity were all increased along with the increase of bolt pretension, and the increase of axial rigidity was most obvious.
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Song, Jun Shan, Hai Tao Liu, Chun Hao Du, Dong Po Hong, and Tao Zhang. "Numerical Analysis of the Influence of Bolt Pretension on Flexible Flange Joint Rigidity in Substation Steel Structures." Applied Mechanics and Materials 405-408 (September 2013): 3192–97. http://dx.doi.org/10.4028/www.scientific.net/amm.405-408.3192.

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In order to research the influence of bolt pretension on the flexible flange joints stiffness further, ANSYS finite element model was built on the basis of experimental investigations, and was used to research the influence of bolt pretension on the axial rigidity, shear rigidity and bending rigidity. The calculation results indicated that the axial rigidity, shear rigidity and bending rigidity were all increased along with the increase of bolt pretension, and the increase of axial rigidity was most obvious.
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Song, Lu, and J. Michael Schurr. "Dynamic bending rigidity of DNA." Biopolymers 30, no. 3-4 (1990): 229–37. http://dx.doi.org/10.1002/bip.360300302.

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Mecke, K. R. "Bending rigidity of fluctuating membranes." Zeitschrift f�r Physik B Condensed Matter 97, no. 2 (1995): 379–87. http://dx.doi.org/10.1007/bf01307491.

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Lei, Bin, Hui Wu, Yu Song Yan, and Chun Hua Rao. "Research on the Calculation Method for Bending Rigidity of Recycled Concrete Beams." Advanced Materials Research 919-921 (April 2014): 1396–99. http://dx.doi.org/10.4028/www.scientific.net/amr.919-921.1396.

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The comparison between the experimental results of bending rigidity of recycled concrete collected from the bending test carried out by domestic and overseas researchers and the calculated results by formulas from available codes is done. The results show that formulations of from available codes are not suitable for recycled concrete beams. Then, based on the factors that influence the bending rigidity of recycled concrete beams, the formulation of bending rigidity for recycled concrete beams is proposed by theory. The experimental results by this the formulation and the test results is very
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Dissertations / Theses on the topic "Bending rigidity"

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Chenaghlou, Mohammad Reza. "Semi-rigidity of connections in space structures." Thesis, University of Surrey, 1997. http://epubs.surrey.ac.uk/800044/.

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Kalkan, Ilker. "Lateral torsional buckling of rectangular reinforced concrete beams." Diss., Atlanta, Ga. : Georgia Institute of Technology, 2009. http://hdl.handle.net/1853/31788.

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Thesis (Ph.D)--Civil and Environmental Engineering, Georgia Institute of Technology, 2010.<br>Committee Chair: Zureick Abdul-Hamid; Committee Member: Ellingwood, Bruce R.; Committee Member: Kahn, Lawrence F.; Committee Member: Kardomateas, George A.; Committee Member: Will, Kenneth M. Part of the SMARTech Electronic Thesis and Dissertation Collection.
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Peterson, Joel, and Ellinor Vegborn. "Development of a pre-knitting friction test method and study of friction and bending of yarns with high stiffness." Thesis, Högskolan i Borås, Institutionen Textilhögskolan, 2009. http://urn.kb.se/resolve?urn=urn:nbn:se:hb:diva-19180.

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Knitting is a class of techniques for production of textile fabrics by inter-looping yarns withthe use of hooked needles. The new loops are created when the yarns drawn through thepreviously formed loops. An apparatus for two needles with adjustable geometry resemblingthe knitting process in weft knitting machines has been constructed and mounted in anordinary tensile testing machine in order to study stress build-up, fibre damage, needle wearetc. The merits of the knittability test-rig set-up are the possibilities to test the performance ofthe yarns with the geometry of the machine and to sim
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Arnold, Patricia A. "Validation of Mechanical Response Tissue Analysis by Three-Point Mechanical Bending of Artificial Human Ulnas." Ohio University Honors Tutorial College / OhioLINK, 2013. http://rave.ohiolink.edu/etdc/view?acc_num=ouhonors1366983271.

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Hausfeld, Gabrielle Christine. "Comparison of Cortical Porosity, Diameter, and Stiffness as Predictors of Ulna Bending Strength." Ohio University Honors Tutorial College / OhioLINK, 2015. http://rave.ohiolink.edu/etdc/view?acc_num=ouhonors1429886070.

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Villasenor, Aguilar Jose Maria. "Lateral-Torsional Buckling Instability Caused by Individuals Walking on Wood Composite I-Joists." Diss., Virginia Tech, 2013. http://hdl.handle.net/10919/19212.

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Recent research has shown that a significant number of the falls from elevation occur when laborers are working on unfinished structures. Workers walking on wood I-joists on roofs and floors are prone to fall hazards. Wood I-joists have been replacing dimension lumber for many floor systems and a substantial number of roof systems in light-frame construction. Wood I-joists are designed to resist axial stresses on the flanges and shear stresses on the web while minimizing material used. However, wood I-joists have poor resistance to applied lateral and torsional loads and are susceptible to lat
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Madinier, Nicolas. "Caractérisations vibratoires de structures par méthodes inverses et mesures plein champ." Electronic Thesis or Diss., Lyon, INSA, 2024. http://www.theses.fr/2024ISAL0078.

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Le développement de nouveaux matériaux alliant résistance mécanique et légèreté est un enjeu d'actualité dans de nombreux secteurs industriels. Afin de pouvoir utiliser ces matériaux, il est nécessaire de connaître leurs propriétés mécaniques. Pour les déterminer, des méthodes inverses analysant le comportement vibratoire de la structure peuvent être utilisées. Dans ce travail de thèse, deux méthodes sont utilisées : la Résolution Inverse (RI) et la Méthode des Champs Virtuels (MCV). Dans un premier temps, les méthodes sont appliquées avec la déflectométrie optique, une méthode de mesure plein
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Laraba, Abdelkrim. "Contribution à l'étude de la réparation et du renforcement des poutres endommagées en béton armé avec matériaux composites." Thesis, Rennes 1, 2017. http://www.theses.fr/2017REN1S143.

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Ce présent travail concerne les aspects de la réparation et du renforcement des ouvrages utilisant des matériaux composites et plus particulièrement, il traite le cas des poutres en béton endommagées. La méthode de renforcement des ouvrages en béton par collage de matériaux composites est une pratique qui connaît actuellement un essor important. Dans cette optique, on propose d’apporter une contribution à l’analyse du comportement des poutres endommagées en béton par matériaux composites. La nouvelle méthode de renforcement interne NSM (Near Surface Mounted) consiste en l’insertion de bandes d
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Борисюк, Вадим Миколайович, Вадим Николаевич Борисюк та Vadym Mykolaiovych Borysiuk. "Механічні властивості та фазові переходи в Tin+1Cn максенах і металевих наноматеріалах під дією зовнішнього впливу деформації та температури". Thesis, Сумський державний університет, 2021. https://essuir.sumdu.edu.ua/handle/123456789/83599.

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Дисертаційна робота присвячена встановленню закономірностей структурних змін та фазових перетворень у двовимірних системах та металевих наноматеріалах під різним типом зовнішньої дії, а також зв’язку цих перетворень з фізичними властивостями досліджуваних систем. Основним результатом роботи є запропонована концепція дослідження наноматеріалів, що базується на методах класичної молекулярної динаміки та теоретичної фізики, яка була застосована для розрахунку ефективних механічних параметрів та описанні поведінки двовимірних карбідів титану та інших низькорозмірних систем під дією зовнішнього впл
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Liang, Biao. "Experimental and numerical study of the bending behaviour of textile reinforcements and thermoplastic prepregs." Thesis, Lyon, 2016. http://www.theses.fr/2016LYSEI067.

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Cette thèse est consacrée à l'étude du comportement en flexion des renforts textiles et préimprégnés thermoplastiques par des méthodes expérimentales et numériques. Pour préimprégnés thermoplastique, aux températures élevées, la résine est à l'état fondu, et un glissement entre les fibres est possible. En conséquence la rigidité de flexion n'est pas directement liée au module de rigidité de traction dans le plan comme c'est le cas pour les matériaux continus classiques. Par conséquent, il est nécessaire de mesurer sa valeur par l'expérience. Un procédé de test de la rigidité à la flexion a été
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Book chapters on the topic "Bending rigidity"

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Gooch, Jan W. "Bending Rigidity." In Encyclopedic Dictionary of Polymers. Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_1189.

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Msalilwa, Lawrence R., Yordan Kyosev, Amit Rawal, and Uttam Kumar. "Investigation of the Bending Rigidity of Double Braided Ropes." In Recent Developments in Braiding and Narrow Weaving. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-29932-7_5.

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Himbert, Sebastian, and Maikel C. Rheinstädter. "The Bending Rigidity of the Red Blood Cell Cytoplasmic Membrane." In Membrane Shape and Biological Function. CRC Press, 2025. https://doi.org/10.1201/9781003287650-9.

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Hong, Yihong. "Experimental Study of Reinforced Concrete Beams Strengthened with CFRP." In Lecture Notes in Civil Engineering. Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-1260-3_10.

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AbstractTo test the strengthening effect of CFRP sheets on reinforced concrete (RC) beams, an experimental study was performed on five RC beams to analyze the influence of the amount of CFRP sheets and the sustained load of RC beams on the strengthening effect. The results showed that CFRP sheets could significantly improve the bending bearing capacity of the beams. However, there was no linear relationship between the amount of CFRP sheets and the strengthening effect, and the load on the beams had a great impact on the rigidity of the beams in the yield stage.
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Resmi, R., V. Suresh Babu, and M. R. Baiju. "Dimensionless Bending Rigidity Ratio and Material Dependency of Microbeams with Size Effects." In Springer Proceedings in Materials. Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-5395-8_16.

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Rio, G., B. Tathi, and F. Horkay. "Introducing bending rigidity in a finite element membrane sheet metal forming model." In Large Plastic Deformations. Routledge, 2021. http://dx.doi.org/10.1201/9780203749173-54.

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Zhong, Xiang Yu, Xin Ding, Jian Wen Bao, Ye Li, and Xiang Bao Chen. "Optimizing Analysis in the Bending Rigidity of CFRP Circular Plate with Multiple Holes." In Materials Science Forum. Trans Tech Publications Ltd., 2005. http://dx.doi.org/10.4028/0-87849-960-1.1055.

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Dao-an, Huang. "The Calculation of Bending and Stability of Continuous Rectangular Plate with Variable Rigidity." In Computational Mechanics ’88. Springer Berlin Heidelberg, 1988. http://dx.doi.org/10.1007/978-3-642-61381-4_250.

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Daniyan, Ilesanmi, Khumbulani Mpofu, Bankole Oladapo, and Rufus Ajetomobi. "Modelling and Simulation of Automated Hydraulic Press Brake." In Lecture Notes in Mechanical Engineering. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-18326-3_7.

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AbstractIn this study, a reconfigurable hydraulic press brake was designed using Solidworks and simulated on a hydraulic Automation Studio Fluidsim. The designed press brake comprises of the frame balance, conveyor rollers and support, belt, chuck, six hydraulic cylinders assembled with bolts and nuts. The buckling force was determined analytically and compared with the Finite Element Analysis (FEA) simulation to prevent distortion of length and section. The Von mises stress theory was used to determine the stress, resultant load and displacement. The results obtained from the FEA simulation w
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Halyavkin, Aleksey, Igor Razov, Anna Auslender, and Sergey Makeev. "Effect of the Rigidity Coefficient of Stern Bearing on Its Own Frequencies During Bending Vibrations of Stern Shaft." In Advances in Intelligent Systems and Computing. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-19868-8_51.

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Conference papers on the topic "Bending rigidity"

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Pan, Yonghui. "SFCNN Based Approach to Fabric Angle Bending Rigidity Prediction." In 2008 ISECS International Colloquium on Computing, Communication, Control, and Management. IEEE, 2008. http://dx.doi.org/10.1109/cccm.2008.278.

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Nechno, Tibifez Hailu, and Yordan Kyosev. "Bending rigidity of woven fabrics with seams – Preliminary results." In INTERNATIONAL CONFERENCE ON TEXTILE AND APPAREL INNOVATION (ICTAI 2021). AIP Publishing, 2022. http://dx.doi.org/10.1063/5.0077583.

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Kharabe, Sangmeshwar M., Manoj R. Ukhande, Rajesh S. Mane, Prashant P. Date, and Prakash P. Apte. "An Evaluation of Crankshaft Bending Rigidity Using Finite Element Analysis." In Asia Pacific Automotive Engineering Conference. SAE International, 2013. http://dx.doi.org/10.4271/2013-01-0126.

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Toge, Kunihiro, Yusuke, and Kazuo Hogari. "Densely assembled low-rigidity ribbon cable using bending-loss insensitive fibers." In 2009 35th European Conference on Optical Communication (ECOC). IEEE, 2009. http://dx.doi.org/10.1109/oecc.2009.5213605.

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Hazimi, Hashfi, Ubaidillah, Adi Eka Putra Setiyawan, Hanief Cahya Ramdhani, Murnanda Zaesy Saputra, and Fitrian Imaduddin. "Vertical bending strength and torsional rigidity analysis of formula student car chassis." In THE 1ST INTERNATIONAL CONFERENCE AND EXHIBITION ON POWDER TECHNOLOGY INDONESIA (ICePTi) 2017. Author(s), 2018. http://dx.doi.org/10.1063/1.5024109.

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Chau-Hwang Lee, Wan-Chen Lin, and Jyhpyng Wang. "Measuring the bending rigidity of giant unilamellar liposomes with differential confocal microscopy." In Conference on Lasers and Electro-Optics (CLEO 2000). Technical Digest. Postconference Edition. TOPS Vol.39. IEEE, 2000. http://dx.doi.org/10.1109/cleo.2000.907434.

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Gong, Qinghong, Chao Sun, and Wenping Mou. "Rigidity Evaluation Model for Aircraft Structural Parts Web Based on Beam Bending Theory." In 2018 8th International Conference on Manufacturing Science and Engineering (ICMSE 2018). Atlantis Press, 2018. http://dx.doi.org/10.2991/icmse-18.2018.102.

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Jiang, Hao, Jy-An John Wang, and Hong Wang. "Potential Impact of Interfacial Bonding Efficiency on Used Nuclear Fuel Vibration Integrity During Normal Transportation." In ASME 2014 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/pvp2014-29067.

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Finite element analysis (FEA) was used to investigate the impacts of interfacial bonding efficiency at pellet–pellet and pellet–clad interfaces on surrogate of used nuclear fuel (UNF) vibration integrity. The FEA simulation results were also validated and benchmarked with reversible bending fatigue test results on surrogate rods consisting of stainless steel (SS) tubes with alumina-pellet inserts. Bending moments (M) are applied to the FEA models to evaluate the system responses of the surrogate rods. From the induced curvature, κ, the flexural rigidity EI can be estimated as EI=M/κ. The impac
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Singh, Akash, and Yumeng Li. "Understanding Governing Physical Mechanism of Bio-Inspired Nanostructured Antifouling Coating." In ASME 2023 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2023. http://dx.doi.org/10.1115/imece2023-113115.

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Abstract Nanostructured anti-fouling surface has been discovered on the wings of insects like Cicada, which have the ability to kill bacteria on contact. The discovery of such nanostructured surface on cicada wings started a race amongst researchers to find and develop anti-biotic coating for implantable devices, which can prevent the infection from harmful bacteria and simultaneously reduce the use of antibiotic chemicals. To develop and design such biomimetic bactericidal surfaces, thorough understanding of the bactericidal mechanism is critical. However, due to extremely small relevant leng
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Kasprzak, Henryk, Halina Podbielska, and Gert von Bally. "Human Tibia Rigidity Examined In Bending And Torsion Loading By Using Double-Exposure Holographic Interferometry." In 1988 International Congress on Optical Science and Engineering, edited by Werner P. O. Jueptner. SPIE, 1989. http://dx.doi.org/10.1117/12.950245.

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Reports on the topic "Bending rigidity"

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BENDING MECHANICAL PROPERTIES OF STEEL–WELDED HOLLOW SPHERICAL JOINTS AT HIGH TEMPERATURES. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.146.

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Spatial grid structure is a commonly used long–span structural form due to its various advantages, such as light weight, high strength, low construction cost, and simple construction. Steel–welded hollow spherical joints are widely applied in traditional spatial grid structures. Circular steel tube– and H–shaped steel–welded hollow spherical joints have been applied in practical engineering projects because of aesthetic appearance and structural stress requirements of modern spatial grid structures. Existing studies have mainly focused on the axial compression behaviors of steel–welded hollow
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EXPERIMENTAL STUDIES OF THE SORBITE STAINLESS STEEL PLUG-PIN SCAFFOLD JOINT. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/ijasc.2022.18.4.9.

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Systematic experimental studies were performed for the purpose of obtaining the material properties of cold-formed sorbite stainless steel and the mechanical parameters of plug-pin joint. As a new type of material, the scaffold made of sorbite stainless steel has the advantages of convenient construction, high strength and stainless steel. The static tensile tests for S500 sorbite stainless steel investigating the material characteristics of plug-pin joint were carried out. The bending moment, the compressive force, the tensile force and the shear force were applied to the joint respectively.
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