Relevant bibliographies by topics / Flexural behaviour

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Flexural behaviour'

Author: Grafiati
Published: 4 June 2021
Last updated: 25 July 2025

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

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Flexural behaviour.'

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 behaviour"

1

Morey, N. N., S. D. Patil, and A. P. Khangan. "Flexural Behaviour of GFRP Bars." International Journal of Trend in Scientific Research and Development Volume-2, Issue-2 (2018): 1503–5. http://dx.doi.org/10.31142/ijtsrd9645.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Dinesh Kumar, J., A. Sattainathan Sharma, and K. Suganya Devi. "Study on Flexural Behaviour of RC Beam Strengthened with FRP." Journal of Physics: Conference Series 2040, no. 1 (2021): 012019. http://dx.doi.org/10.1088/1742-6596/2040/1/012019.

Full text
Abstract:
Abstract This paper provides the analytical and experimental work of reinforced concrete beams strengthened with FRP. The main objective of this investigation is to study the flexural behaviour of reinforced concrete beams of different methods of strengthening methods using GFRP to find the flexural strength, failure modes, and ductility of the reinforced concrete beam. All beams were strengthened for flexure with external bonding to prevent flexural failure. The analytical and experimental results indicated that the externally bonded GFRP used for flexural strengthening of reinforced concrete
APA, Harvard, Vancouver, ISO, and other styles
3

Khan, Dr Md Imran, and Prof Aajid Khan. "Flexural Behaviour of FRC Beams Wrapped With FRP." Indian Journal of Structure Engineering 3, no. 2 (2023): 12–18. http://dx.doi.org/10.54105/ijse.a1317.113223.

Full text
Abstract:
Structural elements such as beams, slabs and columns may require strengthening during their service life period. A concrete structure may need strengthening for many reasons such as to increase live load capacity, to add reinforcement to a member that has been unsigned or wrongly constructed. The FRPs have various advantages like, high strength to weight ratio, corrosion resistance and ease of installation and flexibility in its use. FRP material which are available in the form of sheet are being used to strengthen a variety of RC elements to enhance the flexural, shear and axial load carrying
APA, Harvard, Vancouver, ISO, and other styles
4

Bneni, Mohamed Khalifa, and Samir Hasuna Ashour. "Modelling and simulation of flexural behavior for reinforced concrete beams using ANSYS." Al-Mukhtar Journal of Engineering Research 7, no. 1 (2024): 43–56. http://dx.doi.org/10.54172/mx8n6k70.

Full text
Abstract:
Over the last twenty years, many investigators are used finite element software, to validate and compare the FE results with their experimental research. This work focused on the development of a numerical model implemented by the ANSYS 2022R2 software, to simulate the flexural behavior of the RC beam. Numerical models are tested under four-point bending. To investigate the influence of reinforcement steel ratio and compressive strength of concrete on the flexural capacity of the model. The results indicated that the Finite Element model was able to predict the flexural behavior of the experim
APA, Harvard, Vancouver, ISO, and other styles
5

S, Vishnu Prasad, Vennila A, and Aakash V. "Experimental Study On Flexural Behaviour Of Geocement Concrete Beam." International Journal of Research Publication and Reviews 5, no. 5 (2024): 6756–61. http://dx.doi.org/10.55248/gengpi.5.0524.1291.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

N., N. Morey, D. Patil S., and P. Khangan A. "Flexural Behaviour of GFRP Bars." International Journal of Trend in Scientific Research and Development 2, no. 2 (2018): 1503–5. https://doi.org/10.31142/ijtsrd9645.

Full text
Abstract:
Reinforced Cement Concrete RCC structures are usually reinforced with steel bars which are subjected to corrosion at critical temperatures and atmospheric conditions. Also the cost of steel reinforcement plays a significant role in any RCC construction. The rising prices of steel and their unavailability throughout the year have brought the contractors and engineers into a great trouble. The RCC structures can also be reinforced with other materials such as fibers specifically Glass Fiber Reinforced Polymer and Carbon Reinforced Fiber Polymer GFRP . This deals with the study of RCC beams when
APA, Harvard, Vancouver, ISO, and other styles
7

S.Dharanidharan, *. "FLEXURAL BEHAVIOUR OF FERROCEMENT COMPOSITE SLAB." INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY 5, no. 10 (2016): 726–32. https://doi.org/10.5281/zenodo.163292.

Full text
Abstract:
This project deals with an investigational program to understood the flexural behavior of a Ferro cement composite slabs under mid third loading. The concept of composite slabs bring in shut decking or shear connectors are well established. But still, in countries like India, the application of same is limited due to difficulties in manufacture and also due to concerns like fire resistance, durability, aesthetics etc., this study is an attempt to exploit the concept of steel – concrete composite to a comparable system in which steel sheeting is replaced by Ferro cement elements. These elements
APA, Harvard, Vancouver, ISO, and other styles
8

Arief Budiman and Erizal. "Pengaruh Pola Anyaman terhadap Perilaku Lentur Textile Reinforced Concrete (TRC) dengan Perkuatan Serat Rami." Jurnal Teknik Sipil dan Lingkungan 6, no. 3 (2021): 205–20. http://dx.doi.org/10.29244/jsil.6.3.205-220.

Full text
Abstract:
The demand of concrete has increased in Indonesia. A reinforced concrete innovation being developed is Textile Reinforced Concrete (TRC). Ramie fiber has great potential to be used as a construction material because it has advantages over other natural fibers, such as tensile strength properties. The research aims to analyzed flexural behaviour of Ramie fiber TRC. This research was conducted from February until June 2021 at IPB University. The research was carried out through several stages, that are testing of TRC materials, mix design, weaving and coating ramie fiber, manufacturing and curin
APA, Harvard, Vancouver, ISO, and other styles
9

Chikkol Venkateshappa, Srinivasa, Basavaraju Bennehalli, Mownesh Gadde Kenchappa, and Raghu Patel Gowda Ranganagowda. "Flexural behaviour of areca fibers composites." BioResources 5, no. 3 (2010): 1846–58. http://dx.doi.org/10.15376/biores.5.3.1846-1858.

Full text
Abstract:
A study has been carried out to evaluate physical and flexural properties of composites made by areca fibers with a randomly distributed orientation of fibers. The extracted areca fibers from the areca husk were alkali treated with potassium hydroxide (KOH) to get better interfacial bonding between fiber and matrix. Then composites were developed by means of a compression molding technique with varying process parameters, such as fiber condition (untreated and alkali treated), and fiber loading percentages (50% and 60% by weight). The developed areca fiber reinforced composites were then chara
APA, Harvard, Vancouver, ISO, and other styles
10

Belkadi, Hadjer, Abdelkrim Bourzam, and Messaoud Saidani. "Structural Performance of Reinforced Concrete Beams with Steel Fibres as Secondary Reinforcement: Experimental and Pre-peak Numerical Modelling." Journal of Building Materials and Structures 11, no. 2 (2024): 143–57. https://doi.org/10.34118/jbms.v11i2.4084.

Full text
Abstract:
This research consists of an experimental and a numerical investigation into improving the structural performance of reinforced concrete (RC) beams by incorporating hooked-end steel fibres. Experimentally, steel fibres were added to the concrete matrix of 80 mm × 180 mm × 1500 mm RC beams with fibre contents of 0%, 0.5%, and 1%, without replacing traditional reinforcement bars. Each beam underwent a four-point flexural test using a hydraulic press under static loading to evaluate the influence of fibres on flexural behaviour. The numerical analysis aimed to model the macro-scale flexural behav
APA, Harvard, Vancouver, ISO, and other styles
More sources

Dissertations / Theses on the topic "Flexural behaviour"

1

Ramesht, M. H. "Durability and flexural behaviour of ferrocement." Thesis, University of Manchester, 1994. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.488414.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Fazio, Robert. "Flexural behaviour of corroded reinforced concrete beams." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp01/MQ29592.pdf.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Fazio, Robert 1970. "Flexural behaviour of corroded reinforced concrete beams." Thesis, McGill University, 1996. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=27219.

Full text
Abstract:
This report presents the results of a laboratory investigation of the influence of the corrosion process on the flexural capacity such as strength, deflection and steel and concrete strains in reinforced concrete beams. Examination of the behaviour of crack development was also examined.<br>Fourteen simply supported concrete beams were cast and subjected to two third point concentrated loads, increased monotonically until failure. The strength, strain and crack development data were recorded to assess the corrosion rate and its effect on the steel bars.<br>An electrochemical system was used to
APA, Harvard, Vancouver, ISO, and other styles
4

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
5

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
6

Habeeb, M. N. "Flexural behaviour of continuously supported FRP reinforced concrete beams." Thesis, University of Bradford, 2011. http://hdl.handle.net/10454/5727.

Full text
Abstract:
This thesis has investigated the application of CFRP and GFRP bars as longitudinal reinforcement for continuously supported concrete beams. Two series of simply and continuously supported CFRP and GFRP reinforced concrete beams were tested in flexure. In addition, a continuously supported steel reinforced concrete beam was tested for comparison purposes. The FRP reinforced concrete continuous beams were reinforced in a way to accomplish three possible reinforcement combinations at the top and bottom layers of such continuous beams. The experimental results revealed that over-reinforcing the bo
APA, Harvard, Vancouver, ISO, and other styles
7

Kurniawan, Cyrilus Winatama. "Flexural behaviour and design of the new LiteSteel beams." Thesis, Queensland University of Technology, 2007. https://eprints.qut.edu.au/16674/1/Cyrilus_Kurniawan_Thesis.pdf.

Full text
Abstract:
The flexural capacity of the new hollow flange steel section known as LiteSteel beam (LSB) is limited by lateral distortional buckling for intermediate spans, which is characterised by simultaneous lateral deflection, twist and web distortion. Recent research based on finite element analysis and testing has developed design rules for the member capacity of LiteSteel beams subject to this unique lateral distortional buckling. These design rules are limited to a uniform bending moment distribution. However, uniform bending moment conditions rarely exist in practice despite being considered as th
APA, Harvard, Vancouver, ISO, and other styles
8

Kurniawan, Cyrilus Winatama. "Flexural behaviour and design of the new LiteSteel beams." Queensland University of Technology, 2007. http://eprints.qut.edu.au/16674/.

Full text
Abstract:
The flexural capacity of the new hollow flange steel section known as LiteSteel beam (LSB) is limited by lateral distortional buckling for intermediate spans, which is characterised by simultaneous lateral deflection, twist and web distortion. Recent research based on finite element analysis and testing has developed design rules for the member capacity of LiteSteel beams subject to this unique lateral distortional buckling. These design rules are limited to a uniform bending moment distribution. However, uniform bending moment conditions rarely exist in practice despite being considered as th
APA, Harvard, Vancouver, ISO, and other styles
9

McAndrew, Duncan. "Behaviour and design of sandwich panels for flexural wrinkling." Thesis, Queensland University of Technology, 1999. https://eprints.qut.edu.au/36095/1/36095_McAndrew_1999.pdf.

Full text
Abstract:
Sandwich panels m Australia commonly consist of steel faces and expanded polystyrene cores. The use of sandwich panels in buildings became popular in Europe and the USA in the 1970s, however, their use has been mainly confined to coldstorage buildings in Australia due to the relatively low demand for the product. The utilisation of sandwich panels however has been increasing in recent times, particularly as roof and wall cladding systems in buildings. This has led to this collaborative project with the leading Australian manufacturer of sandwich panels, James Hardie Building Systems. The Euro
APA, Harvard, Vancouver, ISO, and other styles
10

Anapayan, Tharmarajah. "Flexural behaviour and design of hollow flange steel beams." Thesis, Queensland University of Technology, 2010. https://eprints.qut.edu.au/36210/1/Tharmarajah_Anapayan_Thesis.pdf.

Full text
Abstract:
The LiteSteel Beam (LSB) is a new hollow flange channel section developed by OneSteel Australian Tube Mills using a patented Dual Electric Resistance Welding technique. The LSB has a unique geometry consisting of torsionally rigid rectangular hollow flanges and a relatively slender web. It is commonly used as rafters, floor joists and bearers and roof beams in residential, industrial and commercial buildings. It is on average 40% lighter than traditional hot-rolled steel beams of equivalent performance. The LSB flexural members are subjected to a relatively new Lateral Distortional Buckling mo
APA, Harvard, Vancouver, ISO, and other styles
More sources

Books on the topic "Flexural behaviour"

1

Ramesht, M. H. Durability and flexural behaviour of ferrocement. UMIST, 1994.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
2

Lu, Yue Qing. The flexural behaviour of concrete-filled hollow structural sections. Dept. of Civil Engineering, University of Alberta, 1992.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
3

Alca, Nedim. Effect of size on flexural behaviour of high-strength concrete beams. Dept. of Civil Engineering, University of Alberta, 1993.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
4

O'Connor, David John. The flexural behaviour of sandwich beams with thick facings and rigid plastic foam cores. The author], 1985.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
5

Cousins, William. The flexural behaviour of cambered concrete slabs with partial lateral restraint when subjected to short-term uniformly distributed loads. The Author], 1989.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
6

Ibrahim, Hisham H. H. Flexural behavior of high strength concrete columns. Dept. of Civil Engineering, University of Alberta, 1994.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
7

Heeringa, Roger L. The ultimate strength flexural behavior of reinforced concrete block masonry. 1989.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
8

Blake, John David. Lap splice behavior in concrete masonry walls under flexural loading. 1993.

Find full text
APA, Harvard, Vancouver, ISO, and other styles

Book chapters on the topic "Flexural behaviour"

1

Vaguez, Ruby, and Simon Jayasingh. "Flexural Behaviour of Auxetic Core Sandwich Beam." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5001-0_7.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Laím, Luís, João Paulo C. Rodrigues, and Luís S. Silva. "Flexural Behaviour of Cold-Formed Steel Beams." In Design, Fabrication and Economy of Metal Structures. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36691-8_20.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Cunha, Vítor M. C. F., Joaquim A. O. Barros, and Amin Abrishambaf. "Time-Dependent Flexural Behaviour of SFRSCC Elements." In RILEM Bookseries. Springer Netherlands, 2016. http://dx.doi.org/10.1007/978-94-024-1001-3_11.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Pham, Ngoc Hieu. "Effects of Web Stiffeners Locations on Flexural Capacities of SupaCee Sections About the Weak Axis." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1748-8_1.

Full text
Abstract:
AbstractThe paper investigates the influence of variation of web stiffener locations on the sectional capacities of SupaCee sections under bending about the weak axis. The SupaCee is the new section made on the basis of the traditional channel section by adding several stiffeners in the web of the channel section to increase stability. The variation of stiffener locations has specific impacts on the flexural capacities of SupaCee sections about the weak axis. With the asymmetrical character of the SupaCee section about the weak axis, the behaviour of this section is analysed when the moment di
APA, Harvard, Vancouver, ISO, and other styles
5

Venkata Sai Nagendra, C., and N. Jayaramappa. "Flexural Strength Behaviour of Microbial Blended Concrete Beams." In Advances in Science, Technology & Innovation. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-73816-6_12.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Nwankwo, Chinyere O., and Jeffrey Mahachi. "Analytical and Numerical Approaches in Predicting the Flexural Behaviour of Reinforced Concrete Beams." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_119.

Full text
Abstract:
AbstractThe structural design of buildings, bridges and all other civil engineering structures heavily relies on understanding the beam element, particularly its flexural behaviour. This chapter explores both analytical and numerical approaches to predict the flexural behaviour of reinforced concrete beams. Force equilibrium and strain compatibility equations were used for the analytical approach, while ANSYS, a finite element software, was used for the numerical approach. Comprehensive insights into the analysis, from concrete and reinforcing steel material models to mesh sensitivity analysis
APA, Harvard, Vancouver, ISO, and other styles
7

Kretsis, G., F. L. Matthews, G. A. O. Davies, and J. Morton. "Flexural Behaviour of Multi-directional Glass/Carbon Hybrid Laminates." In Composite Structures 5. Springer Netherlands, 1989. http://dx.doi.org/10.1007/978-94-009-1125-3_50.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

Anuradha, P., D. Annapurna, and K. L. Radhika. "Flexural Behaviour of Hybrid and Graded Fibre Reinforced Concrete." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-99-7464-1_32.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Rasappagari, M. R. R., W. Karunasena, and W. Lokuge. "Flexural Behaviour of Functionally Graded-Graphene Reinforced Composite Plates." In Lecture Notes in Civil Engineering. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-7603-0_22.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Chanda, M., M. B. Zisan, and A. Dhar. "Flexural Behaviour of Reinforced Concrete Beams Retrofitted with Ferrocement." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-5547-0_24.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "Flexural behaviour"

1

Nguyen, Van Bac, Iman Hajirasouliha, and Martin English. "Flexural strength and behaviour of cold rolled purlins with complex longitudinal stiffeners." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.2715.

Full text
Abstract:
&lt;p&gt;This paper presents the flexural strength and behaviour of cold rolled channel and zed steel purlins with complex longitudinal web and flange stiffeners. The material properties at the section’s flat parts, corners, and stiffeners are obtained from tensile tests. A series of four-point beam bending tests is carried out to determine the buckling and ultimate bending capacities of these sections. Nonlinear Finite Element analysis (FEA) is developed to model the flexural strength of the purlins and validated against the experimental tests. True stress-strain data for materials due to col
APA, Harvard, Vancouver, ISO, and other styles
2

Shrimpton, Catherine, Herry Chen, and Daniel Lacroix. "INVESTIGATING THE EFFECTS OF STRAIGHT AND BENT GFRP BARS ON THE FLEXURAL BEHAVIOUR OF GLULAM BEAMS." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0599.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Immanuel, Sophia, and Baskar K. "Flexural Behaviour of Carbon Textile Reinforced Concrete (CTRC) Panel." In IABSE Congress, New Delhi 2023: Engineering for Sustainable Development. International Association for Bridge and Structural Engineering (IABSE), 2023. http://dx.doi.org/10.2749/newdelhi.2023.1547.

Full text
Abstract:
&lt;p&gt;Textile-reinforced concrete (TRC) is novel high performance composite material blooming in the 21st century globally. It can be used as not only strengthening material but as a structural load bearing component. This paper aims to investigate the flexural behaviour of carbon textile- reinforced concrete (CTRC) panel through four-point bending test. Optimising the mix using particle packaging for the TRC with grade of mix as M50 using binders were used for the study. Flexural strength and toughness were observed to improve with the increase of the number of textile layers. The textiles
APA, Harvard, Vancouver, ISO, and other styles
4

Alnuaimi, A. S., A. Hago, and K. S. Al-Jabri. "Flexural behaviour of ferrocement roof panels." In HIGH PERFORMANCE STRUCTURES AND MATERIALS 2006. WIT Press, 2006. http://dx.doi.org/10.2495/hpsm06010.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Ibrahim, W., W. El-fattah, H. Ali Hassan, A. Ehab, and A. Elkarem. "Flexural Behaviour of Bamboo Concrete Beams." In 2023 2nd International Conference on Smart Cities 4.0. IEEE, 2023. http://dx.doi.org/10.1109/smartcities4.056956.2023.10525809.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Sheehan, Therese, Xianghe Dai, Jie Yang, Kan Zhou, and Dennis Lam. "Flexural behaviour of composite slim floor beams." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.6963.

Full text
Abstract:
Composite slim floor beams comprise a steel section embedded in a concrete slab, offering the advantages of a steel-concrete composite structure combined with a reduced floor depth. Several mechanisms contribute to the shear connection in this type of beam, such as headed studs, friction and clamping effects and the using of reinforcement bars passing through holes in the steel beam web. However, to date, nobody has systematically identified these mechanisms and Eurocode 4 does not provide specific design guidance for slim floor beams. Hence, a series of shear beam tests and flexural beam test
APA, Harvard, Vancouver, ISO, and other styles
7

Marques, L., L. Simões Da Silva, R. Greiner, and C. Rebelo. "Flexural Buckling Behaviour of Non-Prismatic Columns." In 7th International Conference on Steel and Aluminium Structures. Research Publishing Services, 2011. http://dx.doi.org/10.3850/978-981-08-9247-0_rp080-icsas11.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

Raza, Masoom, Ujjwal Bhardwaj, and Prakhar Duggal. "Flexural Behaviour of Bamboo Reinforced Concrete Beam." In 2022 3rd International Conference on Intelligent Engineering and Management (ICIEM). IEEE, 2022. http://dx.doi.org/10.1109/iciem54221.2022.9853011.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Chomchuen, Prakit, and Virote Boonyapinyo. "Flexural Behaviour Enhanchment of Cementitious Structural Insulated Panels." In IABSE Congress, Stockholm 2016: Challenges in Design and Construction of an Innovative and Sustainable Built Environment. International Association for Bridge and Structural Engineering (IABSE), 2016. http://dx.doi.org/10.2749/stockholm.2016.2125.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Kirupakaran, Keerthana, Nerswn Basumatary, and Roshini Ramanathan. "Flexural Fatigue Behaviour Of Textile-Reinforced Concrete Panels." In 11th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2023. http://dx.doi.org/10.21012/fc11.092393.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Reports on the topic "Flexural behaviour"

1

Nakagawa, T., E. Poulin, T. Rueppel, et al. Effects of thermal modification on the flexure properties, fracture energy, and hardness of western hemlock. Engineer Research and Development Center (U.S.), 2025. https://doi.org/10.21079/11681/49666.

Full text
Abstract:
This study investigates the effect of thermal modification on the flexural properties, transverse fracture energy, and hardness of western hemlock. Flexure tests on specimens featuring longitudinal and transverse grains showed that thermal modification at 167 °C leads to less statistical variability compared to unmodified samples. Additionally, thermal modification leads to a decrease in the transverse flexural strength. On the other hand, the fracture and Janka hardness tests revealed a more pronounced brittleness of the thermally modified samples. The total mode I fracture energy of modified
APA, Harvard, Vancouver, ISO, and other styles
2

Ragalwar, Ketan, William Heard, Brett Williams, Dhanendra Kumar, and Ravi Ranade. On enhancing the mechanical behavior of ultra-high performance concrete through multi-scale fiber reinforcement. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/41940.

Full text
Abstract:
Steel fibers are typically used in ultra-high performance concretes (UHPC) to impart flexural ductility and increase fracture toughness. However, the mechanical properties of the steel fibers are underutilized in UHPC, as evidenced by the fact that most of the steel fibers pull out of a UHPC matrix largely undamaged during tensile or flexural tests. This research aims to improve the bond between steel fibers and a UHPC matrix by using steel wool. The underlying mechanism for fiber-matrix bond improvement is the reinforcement of the matrix tunnel, surrounding the steel fibers, by steel wool. Si
APA, Harvard, Vancouver, ISO, and other styles
3

Feregrino, C., S. A. Ospina, L. Flórez, A. Henao, and B. L. López. Study of HDPE/PET/E-GMA blends: toughening, rigidity, and thermal and morphology behavior. Universidad de los Andes, 2024. https://doi.org/10.51573/andes.pps39.gs.pba.1.

Full text
Abstract:
The purpose of this study was to utilize E-GMA as a compatibilizer to enhance the mechanical properties of recycled blends of high-density polyethylene, polyethylene terephthalate, and ethylene-glycidyl methacrylate copolymer (HDPE/PET/E-GMA), with the aim of manufacturing plastic soda crates. The results showed that toughness increased without losing rigidity. Flexural strength improved by 11% and impact strength by 8% when the PET content was 20%, indicating that E-GMA acts as a compatibilizer. These results can be applied to improve the mechanical properties of recycled materials in an upcy
APA, Harvard, Vancouver, ISO, and other styles
4

Al-Obaidi, Salam. Behavior of Reinforced Concrete Beams Retrofitted in Flexure Using CFRP-NSM Technique. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.2291.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

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

Full text
Abstract:
Expeditionary airfield matting systems are lightweight, portable surfaces that enable the rapid deployment of infrastructure to support aircraft operations. Individual matting components are assembled via interlocking joints to construct arrays that serve as temporary aircraft operating surfaces. The paper outlines the homogenization of the AM2 portable airfield matting system and its interlocking mechanisms to permit computationally efficient analyses toward understanding mechanisms that influence the global behavior of these arrays and underlying subgrade during aircraft maneuvers. An equiva
APA, Harvard, Vancouver, ISO, and other styles
6

Andrawes, Bassem, Ernesto Perez Claros, and Zige Zhang. Bond Characteristics and Experimental Behavior of Textured Epoxy-coated Rebars Used in Concrete Bridge Decks. Illinois Center for Transportation, 2022. http://dx.doi.org/10.36501/0197-9191/22-001.

Full text
Abstract:
The deterioration of bridge decks is a problem typically associated with the corrosion of the reinforcing steel. This issue was partially controlled during the 1970s with the incorporation of the epoxy-coating protection system. However, research later demonstrated that the smooth surface resulting from the epoxy-coating application reduces most of the friction between the rebar and the surrounding concrete. Consequently, forces acting on the rib faces are reconfigured in such a way that the radial components increase, triggering the early development of cracks. To mitigate both the reduction
APA, Harvard, Vancouver, ISO, and other styles
7

Covavisaruch, Sirijutaratana. Comparison of mechanical behaviors of microwave and thermal cured on SiC whisker-filled polybenzoxazine. Chulalongkorn University, 2006. https://doi.org/10.58837/chula.res.2006.76.

Full text
Abstract:
To investigate the effect of microwave cure and thermal cure in silicon carbide whisker (SiCw) filled in polybenzoxazine (PBZ) composite on its corresponding thermal and mechanical behaviors. SiC whisker is thus, used as a filler of the polybenzoxazine to enhance the microwave absorption capability of the molding compound and to reinforce the material. The experimental results reveal that the benzoxazine resin (BA-a) was hardly cured at a high power of 1 kW for 15 min. However, with a relatively low content at 4% by weight SiCw, the benzoxazine resin was found to be cured relatively well. Ther
APA, Harvard, Vancouver, ISO, and other styles
8

Ko, Yu-Fu, and Jessica Gonzalez. Effects of Low-Cycle Fatigue Fracture of Longitudinal Reinforcing Steel Bars on the Seismic Performance of Reinforced Concrete Bridge Piers. Mineta Transportation Institute, 2024. http://dx.doi.org/10.31979/mti.2024.2328.

Full text
Abstract:
Earthquakes, which can cause tremendous local stress and strain on infrastructure, can cause reinforced concrete (RC) bridges to collapse due to the concrete cracking and fracture of the steel reinforcement rebars. The fracture of longitudinal reinforcing steel due to low-cycle fatigue is one of the main causes of failure in RC structures under earthquake loading. The purpose of this research is to include the effects of low-cycle fatigue fracture of longitudinal reinforcing steel bars on the seismic performance of reinforced concrete bridge piers. To obtain a greater understanding of low-cycl
APA, Harvard, Vancouver, ISO, and other styles
9

Ko, Yu-Fu, and Jessica Gonzalez. Fiber-Based Seismic Damage and Collapse Assessment of Reinforced Concrete Single-Column Pier-Supported Bridges Using Damage Indices. Mineta Transportation Institute, 2023. http://dx.doi.org/10.31979/mti.2023.2241.

Full text
Abstract:
Near-fault earthquakes can have major effects on transportation systems due to the structural damage they impose on bridges. Therefore, it is imperative to assess the seismic damage of bridges appropriately, and this research focuses on reinforced concrete (RC) bridges. This research advances the seismic performance assessment of RC single-column pier-supported bridges with flexural failure under near-fault ground motion by use of ductility coefficients and damage indices. The methodology included modeling fiber-based nonlinear beam-column elements to simulate the damage development process of
APA, Harvard, Vancouver, ISO, and other styles
10

DEVELOPMENT OF ANALYTICAL MODELS FOR PREDICTING THE FLEXURAL BEHAVIOUR OF ENGINEERED CEMENTITIOUS COMPOSITES – HIGH STRENGTH STEEL COMPOSITE BEAMS. The Hong Kong Institute of Steel Construction, 2023. http://dx.doi.org/10.18057/ijasc.2023.19.3.2.

Full text
Abstract:
This paper presents the results of three-dimensional (3D) finite element (FE) and analytical models on the prediction of the flexural behaviour of composite beams comprising high strength steel (HSS) I-section and Engineered Cementitious Composite (ECC) slab. In the FE approach, 108 composite beam models which cover a wide range of key parameters including HSS grade, ECC compressive strength, HSS section depth, ECC slab thickness, ECC slab width were generated and analysed. The flexural strength of these composite beam models was subsequently employed to validate the accuracies of some commonl
APA, Harvard, Vancouver, ISO, and other styles
You might also be interested in the extended bibliographies on the topic 'Flexural behaviour' for particular source types:
Journal articles Dissertations / Theses
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!

To the bibliography