Log in

Relevant bibliographies by topics / Flexural member

Contents

Journal articles
Dissertations / Theses
Books
Book chapters
Conference papers
Reports

Academic literature on the topic 'Flexural member'

Author: Grafiati

Published: 4 June 2021

Last updated: 4 February 2022

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 'Flexural member.'

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 "Flexural member"

1

Zhou, Xin Gang, Hua Fang, Jun Yin Yan, and Peng Zhu. "The Study on Bond and Anchorage Behavior of RC Flexural Members with Inorganic Adhesive Powder." Applied Mechanics and Materials 166-169 (May 2012): 1696–701. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.1696.

Full text

Abstract:

To study the anchorage performance of the inorganic post-installed RC flexural members in flexural test, this paper simulates the stress state of the inorganic post-installed RC flexural members in practical projects. Through cyclic loading test, the anchorage performance of the inorganic post-installed RC flexural members in the bending tensile conditions is checked. This paper studies the anchorage performance of the post-installed steel at the state of bending tension, such as: adhesion stress, bond-slip relationship, the load carrying capacity, deformation behavior of the flexural member,

APA, Harvard, Vancouver, ISO, and other styles

2

Kang, Su-Tae. "Comparison of Flexural Tensile Behaviors with Different Filling Directions in Producing UHPCC Flexural Member." Journal of the Korean Society of Civil Engineers 34, no. 2 (2014): 447. http://dx.doi.org/10.12652/ksce.2014.34.2.0447.

Full text

APA, Harvard, Vancouver, ISO, and other styles

3

Shokouhian, Mehdi, and Yongjiu Shi. "Classification of I-section flexural members based on member ductility." Journal of Constructional Steel Research 95 (April 2014): 198–210. http://dx.doi.org/10.1016/j.jcsr.2013.12.004.

Full text

APA, Harvard, Vancouver, ISO, and other styles

4

Yu, Jiangtao, and Junhong Ye. "Nacre inspired 3D printing construction for high performance structural member." MATEC Web of Conferences 275 (2019): 02005. http://dx.doi.org/10.1051/matecconf/201927502005.

Full text

Abstract:

Inspired by the nacre’s hierarchically assembled structure, the authors tried to use ultra-high ductile cementitious composites (UHDCC) and stack approach to fabricate structure possessing high flexural ductility and load bearing capacity. A series of beams with specially design was constructed, i.e., monolithically cast beams, monolithically stacked beams and hierarchically stacked beams. Four-point bending tests were carried out to explore the effect of hierarchical assembly on load bearing capacity, flexural deformation and flexural toughness. The test results have indicated that the monoli

APA, Harvard, Vancouver, ISO, and other styles

5

Mitsui, Kazuya, and Atsushi Sato. "Flexural Elastic Buckling Stress of Batten Type Light Gauge Built-Up Member." Civil and Environmental Engineering Reports 25, no. 2 (2017): 161–72. http://dx.doi.org/10.1515/ceer-2017-0027.

Full text

Abstract:

Abstract In Japan, built-up member composed with light gauge is used for studs of shear wall. Flexural buckling stress of built-up compression member is evaluated by effective slenderness ratio. The effective slenderness ratio of light gauge built-up compression member is proposed for heavy sections; however, it is not verified that it can be adopted in light gauge. In this paper, full scale testing of light gauge built-up members are conducted. From the test results, it is shown that current Standard overestimates the buckling strength. Based on energy equilibrium theory, modified effective s

APA, Harvard, Vancouver, ISO, and other styles

6

Li, Wen Sheng, and Yi Heng He. "Comprehensive Evaluation of In-Service RC Flexural Member′s Reliability Based on Attribute Mathematics." Advanced Materials Research 163-167 (December 2010): 3009–14. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.3009.

Full text

Abstract:

When the reliability analysis of in-service RC flexural member is carried on, an expert evaluation or AHP (analytical hierarchy process) for evaluation is commonly used, but human factors are big. This paper presents a comprehensive evaluation method of a existing RC flexural member’s reliability on the basis of attribute mathematics. According to the actual measured values of each index in the evaluation system, using a mathematical method to calculate weight, and build a comprehensive quantitative analysis model. Example analysis shows that this method can effectively identify and finely dis

APA, Harvard, Vancouver, ISO, and other styles

7

Kim, Mun-Gil, and Sung-Chul Chun. "Flexural Tests of Flexural Member with Welded Lap Splices of Non-Weldable Reinforcing Bars." Journal of the Korea Concrete Institute 30, no. 5 (2018): 489–96. http://dx.doi.org/10.4334/jkci.2018.30.5.489.

Full text

APA, Harvard, Vancouver, ISO, and other styles

8

Xiao, Tong Liang, and Hong Xing Qiu. "Theoretical Analysis on Flexural Behavior of Concrete Members Reinforced by Steel-Basalt FRP Composite Bars." Applied Mechanics and Materials 578-579 (July 2014): 236–39. http://dx.doi.org/10.4028/www.scientific.net/amm.578-579.236.

Full text

Abstract:

Steel-Basalt FRP Composite Bar (S-BFCB) is a new kind of substitute material for longitudinal reinforcement, with high elastic modulus, stable post-yield stiffness and excellent corrosive resistance. It is made up of steel wrapped by basalt FRP in longitudinal direction. Based on mechanical properties of S-BFCB and the plane cross-section assumption, the moment-curvature relationship and stiffness on flexural members at different stages have been analyzed and verified by experiment. Flexural member reinforced by S-BFCB can make full use of the strength of FRP. By the principle of equivalent ba

APA, Harvard, Vancouver, ISO, and other styles

9

Jung, Jae Ho, Soon Jong Yoon, Sung Kun You, and Seok Goo Youn. "Effect of the Elastic Restraint by Adjacent Plate Component on the Local Buckling of Orthotropic Box-Shape Flexural Members." Key Engineering Materials 297-300 (November 2005): 1253–58. http://dx.doi.org/10.4028/www.scientific.net/kem.297-300.1253.

Full text

Abstract:

The local buckling analysis of thin walled member is generally conducted by modeling each plate component as an isolated plate with elastically restrained boundaries. When this analytical model is used for the orthotropic flexural members, it is necessary to obtain the degree of elastic restraint provided by adjacent plate. In this study, the equation to find the coefficient of elastic restraint by adjacent plate components of an orthotropic box-shape flexural member was derived by employing the energy approach, and the factors affecting the elastic restraint were briefly discussed. Using the

APA, Harvard, Vancouver, ISO, and other styles

10

Yuan, Fang, Liping Chen, Mengcheng Chen, and Kaicheng Xu. "Behaviour of Hybrid Steel and FRP-Reinforced Concrete—ECC Composite Columns under Reversed Cyclic Loading." Sensors 18, no. 12 (2018): 4231. http://dx.doi.org/10.3390/s18124231.

Full text

Abstract:

Fibre-reinforced polymer (FRP) is used widely in concrete structures owing to its noncorrosive, light-weight, nonmagnetic, and high tensile-strength properties. However, the FRP-reinforced concrete flexural member exhibits low ductility owing to the linear–elastic property of FRP reinforcement. Hybrid steel—FRP-reinforced concrete members exhibit good strength and ductility under flexure owing to the inelastic deformation of steel reinforcement. The existing investigations have focused on the mechanical behaviours of the hybrid steel—FRP-reinforced flexural members. Only few studies have been

APA, Harvard, Vancouver, ISO, and other styles

More sources

Dissertations / Theses on the topic "Flexural member"

1

Chamberlain, James M. Jr. "Flexural Resistance Factors for Partially Prestressed Members Using ASTM A 1035 Reinforcing Steel." University of Cincinnati / OhioLINK, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1353154594.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Sahin, Serkan. "A Comparative Study Of Aisc-360 And Eurocode 3 Strength Limit States." Master's thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/12610894/index.pdf.

Full text

Abstract:

Nowadays<br>design, fabrication and erection of steel structures can be taken place at different locations as a result of rapid globalization<br>owners may require the use of widely accepted steel design codes. Therefore, engineers are faced with the challenge of being competent with several design specifications for a particular material type. AISC-360 and EC3 are widely accepted steel structure design specifications that utilize limit state principles with some similarities and differences in application. Hereby a study has been undertaken to put together the nominal strength expressions pre

APA, Harvard, Vancouver, ISO, and other styles

3

Jiang, Yi Carleton University Dissertation Engineering Civil and Environmental. "Interactive design of continuous flexural steel members." Ottawa, 1995.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

4

Weiland, Silvio, and Manfred Curbach. "Interaktion gemischter Bewehrungen bei der Verstärkung von Stahlbeton mit textilbewehrtem Beton." Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2009. http://nbn-resolving.de/urn:nbn:de:bsz:14-ds-1244051366655-25294.

Full text

Abstract:

Textile Bewehrungen stellen eine hervorragende Alternative zu bisherigen Verstärkungsmethoden dar. Die Wirksamkeit von Textilbetonverstärkungen konnte bereits eindrucksvoll nachgewiesen werden. Um sowohl die vorhandene Bausubstanz, als auch die Verstärkung optimal auszulasten, ist es erforderlich, das Zusammenwirken beider Bewehrungsarten unter Berücksichtigung der unterschiedlichen Verbundeigenschaften zu beschreiben. In diesem Beitrag wird das gemeinsamen Tragverhalten von Betonstahl und textiler Bewehrung eingehend erläutert. Zur Veranschaulichung wird daher vor allem die Verbundtragwirkung

APA, Harvard, Vancouver, ISO, and other styles

5

Lau, Tak-bun Denvid. "Flexural ductility improvement of FRP-reinforced concrete members." Click to view the E-thesis via HKUTO, 2006. http://sunzi.lib.hku.hk/hkuto/record/B38907756.

Full text

APA, Harvard, Vancouver, ISO, and other styles

6

El-Rimawi, J. A. "The Behaviour of Flexural Members under Fire Conditions." Thesis, University of Sheffield, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.608342.

Full text

APA, Harvard, Vancouver, ISO, and other styles

7

Lau, Tak-bun Denvid, and 劉特斌. "Flexural ductility improvement of FRP-reinforced concrete members." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2006. http://hub.hku.hk/bib/B38907756.

Full text

APA, Harvard, Vancouver, ISO, and other styles

8

Al-Sunna, Raed Akram Saliba. "Deflection behaviour of FRP reinforced concrete flexural members." Thesis, University of Sheffield, 2006. http://etheses.whiterose.ac.uk/3597/.

Full text

Abstract:

The design of fibre reinforced polymer (FRP) reinforced concrete (RC) can often be governed by the serviceability limit state of deflection. Currently, the evaluation of short-term deflection of FRP RC is undertaken using radically different approaches, in both research and codes of practice. This study investigates the short-term deflection behaviour of FRP RC, both experimentally and analytically, and examines the merits of those different approaches. Experimentally, 28 RC beams and slabs with glass, carbon or steel rebars are tested under four-point loading. The main variables considered ar

APA, Harvard, Vancouver, ISO, and other styles

9

Shitindi, Rowland V. "IMPROVEMENT OF DUCTILITY IN FRP-CONCRETE FLEXURAL MEMBERS." Kyoto University, 1999. http://hdl.handle.net/2433/181308.

Full text

APA, Harvard, Vancouver, ISO, and other styles

10

Groulx, Jean-Guy Joseph Carleton University Dissertation Engineering Civil and Environmental. "Investigation of wood flexural members reinforced with glass fibers." Ottawa, 1995.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

More sources

Books on the topic "Flexural member"

1

Durkin, Claire Theresa. A critical appraisal of the hot form design of flexural members. The Author], 1993.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

2

Wang, C. M. Shooting-optimization technique for large deflection analysis of structural members. University of Queensland, Dept. of Civil Engineering, 1990.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

3

Wang, C. M. Shooting-optimization technique for large deflection analysis of structural members. Department of Civil Engineering, The University of Queensland, 1990.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

4

Delaney, Jason C. The assessment of aspects related to defect criticality in CFRP strengthened concrete flexural members. Dept. of Structural Engineering, University of California, San Diego, 2006.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

5

Gutkowski, Richard M. Durability and ultimate flexural loading of shear spike repaired, large-scale timber railroad bridge members. Mountain-Plains Consortium, 2007.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

6

Minimum Reinforcement in Concrete Members (European Structural Integrity Society). Elsevier Science, 1999.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

7

Mechanics of Elastic Structures with Inclined Members: Analysis of Vibration, Buckling and Bending of X-Braced Frames and Conical Shells (Lecture Notes in Applied and Computational Mechanics). Springer, 2005.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

Book chapters on the topic "Flexural member"

1

Shin, Kyung-Jae, and Swoo-Heon Lee. "Flexural Member." In Experiment-Based Structural Mechanics. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-8311-7_3.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

GangaRao, Hota V. S., and Woraphot Prachasaree. "Flexural Member Design." In FRP Composite Structures. CRC Press, 2021. http://dx.doi.org/10.1201/9781003196754-9.

Full text

APA, Harvard, Vancouver, ISO, and other styles

3

Seo, Soo Yeon, Kyong Tae Kim, Hyun Do Yun, Ki Bong Choi, and Seung Joe Yoon. "Flexural Capacity of Reinforced Concrete Member Retrofitted with Carbon Fiber Sheet." In Advances in Fracture and Damage Mechanics VI. Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-448-0.973.

Full text

APA, Harvard, Vancouver, ISO, and other styles

4

M°Kenzie, W. M. C. "Flexural Members." In Design of Structural Steelwork to BS 5950 and C-EC3. Macmillan Education UK, 1998. http://dx.doi.org/10.1007/978-1-349-14612-3_2.

Full text

APA, Harvard, Vancouver, ISO, and other styles

5

Singh, Harvinder. "Design of SFRC Flexural Members." In Springer Transactions in Civil and Environmental Engineering. Springer Singapore, 2016. http://dx.doi.org/10.1007/978-981-10-2507-5_3.

Full text

APA, Harvard, Vancouver, ISO, and other styles

6

Gu, Xianglin, Xianyu Jin, and Yong Zhou. "Bending Behavior of Flexural Members." In Basic Principles of Concrete Structures. Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-662-48565-1_5.

Full text

APA, Harvard, Vancouver, ISO, and other styles

7

Unsworth, John F. "Design of Flexural Steel Members." In Design and Construction of Modern Steel Railway Bridges. CRC Press, 2017. http://dx.doi.org/10.1201/9781315120775-7.

Full text

APA, Harvard, Vancouver, ISO, and other styles

8

Hoffman, Edward S., Albert S. Gouwens, David P. Gustafson, and Paul F. Rice. "Beams and Girders as Flexural Members." In Structural Design Guide. Springer US, 1996. http://dx.doi.org/10.1007/978-1-4613-1171-3_3.

Full text

APA, Harvard, Vancouver, ISO, and other styles

9

Meyer, C., F. C. Filippou, and P. Gergely. "Flexural Members and Beam-Column Joints." In Modelling and Analysis of Reinforced Concrete Structures for Dynamic Loading. Springer Vienna, 1998. http://dx.doi.org/10.1007/978-3-7091-2524-3_2.

Full text

APA, Harvard, Vancouver, ISO, and other styles

10

Fanella, David A., Rene Amon, Bruce Knobloch, and Atanu Mazumder. "Members under Flexure: 1." In Steel Design for Engineers and Architects. Springer US, 1992. http://dx.doi.org/10.1007/978-1-4615-9729-2_2.

Full text

APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "Flexural member"

1

Joo, James J., and David H. Myszka. "A Novel Compliant Bistable Mechanism Incorporating a Fixed-Guided Flexural Member." In ASME 2020 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/detc2020-22420.

Full text

Abstract:

Abstract This paper presents the design of a novel compliant bistable mechanism. Bistable mechanisms are commonly used in switches and other devices that operate in two distinct modes. This mechanism is a single monolithic structure with simple geometry and does not require external components or post-manufacture assembly. As such, the design is ideally suited for additive manufacturing at large, or micro, scales. The design features a fixed-guided flexural member with surrounding geometry. When a load is applied to the mechanism in a stable configuration, the flexural member exhibits an infle

APA, Harvard, Vancouver, ISO, and other styles

2

Yu, Chih-Peng, Chia-Chi Cheng, and Chih-Hung Chiang. "Alternative determination of cable forces using flexural theory of axially loaded member." In SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring. SPIE, 2011. http://dx.doi.org/10.1117/12.880346.

Full text

APA, Harvard, Vancouver, ISO, and other styles

3

Yamada, Tatsuya. "The new large space frame - TAMA-SUDARE." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0579.

Full text

Abstract:

<p>The frame that we propose consists only of thin bars (main members), tension rods and pin joints, just like the sticks, threads and knots of Tama-Sudare, a tool used for traditional Japanese performance. They complement one another and thus forms a huge space.</p><p>Flexible frames composed of small members vary subtly in shape and density according to the surrounding environment.</p><p>Moreover, single fames made of repetitions of several types of members facilitate construction and transportation.</p><p>The roof structure of this stadium is compos

APA, Harvard, Vancouver, ISO, and other styles

4

Wencong, Li. "Flexural Behavior of Composite Beam with I-Shaped Cross-Section Shear Connector." In IABSE Conference, Seoul 2020: Risk Intelligence of Infrastructures. International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/seoul.2020.297.

Full text

Abstract:

<p>In recent years, supertall buildings above a height of 450 meter have been built continuously in the world, especially in China and the Middle East. In order to meet structural performance of the supertall buildings, structural systems with excellent seismic performance and wind resistance performance are required. In the structural system, mega-column located at the building perimeter is a key structural member and it is expected to have large tensile, compressive, flexural, shear and torsional strength. Therefore, it is desirable that the steel and the concrete in the mega-column ca

APA, Harvard, Vancouver, ISO, and other styles

5

Jiang, Yadong, António Silva, Luís Macedo, José Miguel Castro, Ricardo Monteiro, and Tak-Ming Chan. "SIMPLIFIED MODELLING OF CIRCULAR CFST MEMBERS WITH A CONCENTRATED PLASTICITY APPROACH." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7162.

Full text

Abstract:

The research reported herein aims to propose an accurate and efficient simplified numerical modelling approach for circular Concrete-Filled Steel Tubes (CFST) under flexural loading. Experimental tests were carried out to characterize the monotonic and cyclic behaviour of CFST members under bending. To assess the seismic performance of a composite structure with CFST members, both Distributed Plasticity (DP) and Concentrated Plasticity (CP) models were considered as potential simplified models for CFST members. The DP model was developed on the basis of a fibre discretization of the composite

APA, Harvard, Vancouver, ISO, and other styles

6

Smith, Hunter, Yavuz Ayhan, and Ali Sari. "Fire Assessment of Steel Beam Members With Partial Passive Fire Protection Coverage." In ASME 2012 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/imece2012-88051.

Full text

Abstract:

In offshore structures there are instances where the application of passive fire protection (PFP) is not possible or desired on certain portions of a structural member’s surface area. The most common cases are those where the top surface is left unprotected due to the presence of deck grating or plating. Current code and standard provisions on heat transfer and strength assessment of restrained flexural members are not directly applicable to these cases. Thus, a case study is presented for performing a fire assessment of a restrained plate girder subjected to jet fire impingement with the top

APA, Harvard, Vancouver, ISO, and other styles

7

Honickman, Hart, Jennifer Johrendt, Derek Northwood, and Peter Frise. "Design of a Pultruded Steel-GFRP Hybrid Structural Member." In ASME 2010 International Mechanical Engineering Congress and Exposition. ASMEDC, 2010. http://dx.doi.org/10.1115/imece2010-37378.

Full text

Abstract:

A novel hybrid structural member is under development for vehicle applications. The new structure is comprised of a pultruded glass fibre reinforced polymer (GFRP) shell structure with embedded longitudinal steel rods. The rods will resist the majority of flexural and axial stresses, and serve as hard points for connection to other components; the GFRP webs between the rods will primarily be responsible for resisting shear flow. It is expected that this structural system will offer many of the benefits of carbon fibre reinforced polymer (CFRP) structures, while remaining cost effective for mas

APA, Harvard, Vancouver, ISO, and other styles

8

Thompson, B. S., and X. Tao. "A Note on the Experimentally-Determined Elastodynamic Response of a Slider-Crank Mechanism Featuring a Macroscopically-Smart Connecting-Rod With Ceramic Piezoelectric Actuators and Strain Gage Sensors." In ASME 1994 Design Technical Conferences collocated with the ASME 1994 International Computers in Engineering Conference and Exhibition and the ASME 1994 8th Annual Database Symposium. American Society of Mechanical Engineers, 1994. http://dx.doi.org/10.1115/detc1994-0243.

Full text

Abstract:

Abstract An experimental investigation is presented into the elastodynamic flexural response of a smart flexible connecting-rod of a planar slider-crank mechanism which features both macroscopic actuators and sensors. This connecting-rod was synthesized with two thin PZT ceramic piezoelectric plate actuators bonded to the flanks of the beam-like member at the mid-span of the link, which were employed to reduce the magnitude of the flexural response when they were activated by amplified signals emulating from two strain gage sensors bonded to the surfaces of the piezoceramic actuators. The auth

APA, Harvard, Vancouver, ISO, and other styles

9

"An Assessment of Flexural Improvement of Light Weight Concrete via Hybrid Fibres along with Sisal Fibres in Addition to Banana Fibres." In Recent Advancements in Geotechnical Engineering. Materials Research Forum LLC, 2021. http://dx.doi.org/10.21741/9781644901618-10.

Full text

Abstract:

Abstract: Innate fibres, these days have become the topic of argument in the research field between different scientists to inculcate it in the formation of lightweight concrete mixture. This is due to a variety of rewards connected with natural fibres like recyclable, economical, availability in large quantity and its bio-degradability. Plenty of projects have been carried out in the production of natural fibre reinforced lightweight concrete. In this project, we would like to take the naturally existing fibre named sisal fibre and banana fibre as partial replacement material. The adding of n

APA, Harvard, Vancouver, ISO, and other styles

10

Mehrbod, Mehrdad, and Mohammad R. K. Mofrad. "On the Mechanics of Microtubule Filaments." In ASME 2011 Summer Bioengineering Conference. American Society of Mechanical Engineers, 2011. http://dx.doi.org/10.1115/sbc2011-53896.

Full text

Abstract:

Quantitative understanding of cell mechanics has challenged biological scientists during the past couple of decades. one of the promising attempts towards mechanical modeling of the cytoskeleton has been the “tensegrity” cytoskeletal model, which simplifies the complex network of cytoskeletal filaments as a structure merely composed of compression-bearing elements (hinge-ended struts) and tensile members (cables). This discrete model can interestingly explain many experimental observations in cell mechanics. However, evidence suggests that the simplicity of this model may undermine the accurac

APA, Harvard, Vancouver, ISO, and other styles

Reports on the topic "Flexural member"

1

Hebdon, Matthew H., Cem Korkmaz, and Francisco J. Bonachera Martín. Member-Level Redundancy of Built-Up Steel Girders Subjected to Flexure. Purdue University, 2018. http://dx.doi.org/10.5703/1288284316728.

Full text

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!