Relevant bibliographies by topics / Two-way RC slabs

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Book chapters
  4. Conference papers

Academic literature on the topic 'Two-way RC slabs'

Author: Grafiati
Published: 4 June 2021
Last updated: 2 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 'Two-way RC slabs.'

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 "Two-way RC slabs"

1

Ju, Minkwan, Kyoungsoo Park, and Cheolwoo Park. "Punching Shear Behavior of Two-Way Concrete Slabs Reinforced with Glass-Fiber-Reinforced Polymer (GFRP) Bars." Polymers 10, no. 8 (August 9, 2018): 893. http://dx.doi.org/10.3390/polym10080893.

Full text
Abstract:
This study investigated the punching shear behavior of full-scale, two-way concrete slabs reinforced with glass fiber reinforced polymer (GFRP) bars, which are known as noncorrosive reinforcement. The relatively low modulus of elasticity of GFRP bars affects the large deflection of flexural members, however, applying these to two-way concrete slabs can compensate the weakness of the flexural stiffness due to an arching action with supporting girders. The test results demonstrated that the two-way concrete slabs with GFRP bars satisfied the allowable deflection and crack width under the service load specified by the design specification even in the state of the minimum reinforcement ratio. Previous predicting equations and design equations largely overestimated the measured punching shear strength when the slab was supported by reinforced concrete (RC) girders. The strength difference can be explained by the fact that the flexural behavior of the supporting RC beam girders reduces the punching shear strength because of the additional deflection of RC beam girders. Therefore, for more realistic estimations of the punching shear strength of two-way concrete slabs with GFRP bars, the boundary conditions of the concrete slabs should be carefully considered. This is because the stiffness degradation of supporting RC beam girders may influence the punching shear strength.
APA, Harvard, Vancouver, ISO, and other styles
2

Vinh, Tran Xuan, Nguyen Trung Hieu, Pham Xuan Dat, and Nguyen Manh Hung. "Evaluation of punching shear capacity of two-way RC slabs without transverse reinforcement according to different provisions." Journal of Science and Technology in Civil Engineering (STCE) - NUCE 15, no. 3 (August 16, 2021): 171–84. http://dx.doi.org/10.31814/stce.nuce2021-15(3)-14.

Full text
Abstract:
Currently, RC flat slabs are being used commonly because of their advantages. Punching shear failure is one of the governing failure modes of RC flat slabs without column capital and drop panels. In this paper, the provisions for predicting the punching shear capacity of two-way reinforced concrete (RC) flat slabs without shear reinforcement including ACI 318-19, Eurocode 2 and TCVN 5574:2018 provisions are reviewed by mean of considering the influences of the main parameters (effective depth, compressive strength of concrete, loaded area, reinforcement ratio). A total of 169 test results collected from the literature were used to compare with the provisions. The aim of this study was to evaluate the level of applicability of predicting the punching shear capacity of two-way RC flat slabs according to these provisions. The comparison results indicated that the Eurocode 2 provision provides the most accurate prediction of punching shear capacity of two-way RC flat slabs.
APA, Harvard, Vancouver, ISO, and other styles
3

Izadi, Hossein, and Hamid Pesaran Behbahani. "Deformation Behavior of Reinforced Concrete Two-Way Slabs Strengthened with Different Widths and Configurations of GFRP." Civil Engineering Journal 3, no. 11 (December 10, 2017): 1121. http://dx.doi.org/10.28991/cej-030942.

Full text
Abstract:
In this paper, we conducted a numerical analysis of the deformation behavior of Steel-reinforced concrete (RC) two-way slabs strengthened by glass fiber reinforced polymer (GFRP) with different widths and configurations. A total number of 36 RC slabs of cm were used in this numerical study. Also, a column of was considered in the center of the slab for applying static loading. The bonded GFRP strips had 5, 7.5 and 10 cm width (W) and configured in three models called PM1, PM2, and DM. In PM1 (strip length = 2.4 m) and PM2 (strip length =1.7 m) configurations, the strips were bonded in two directions parallel to the sides of the slab, while in DM configuration (strip length =1.7 m), strips were rotated with 45 degree angle around the central axis that is perpendicular to the surface of the slab. According to the comparison results, we found out that the 5-cm wide strips with PM1 configuration having a parallel space of 0.5 times the strip width ( ) greatly reduced the deformation of RC two-way slab compared to other strip widths and configurations, while strips under all configurations, highly increased the deformation when space between strips varied from to .
APA, Harvard, Vancouver, ISO, and other styles
4

Xu, Xin Jian, Li Juan Li, Wen Chao Zhou, Ming Min, and Feng Liu. "On-Site Test Study of RC Slabs Strengthened with CFRP and BFRP." Advanced Materials Research 163-167 (December 2010): 3782–86. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.3782.

Full text
Abstract:
This paper presented the on-site test results on two-way RC slabs with and without FRP-strengthening. Two slabs strengthened with BFRP, one slab strengthened with CFRP and one slab without strengthening were tested on a practical engineering structure being repaired. The effects of different load cases on mid-span deflection, distribution of stresses around the steel bars at the top and bottom of slabs were analyzed.
APA, Harvard, Vancouver, ISO, and other styles
5

Shu, Jiangpeng, David Fall, Mario Plos, Kamyab Zandi, and Karin Lundgren. "Development of modelling strategies for two-way RC slabs." Engineering Structures 101 (October 2015): 439–49. http://dx.doi.org/10.1016/j.engstruct.2015.07.003.

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

Eskandarinadaf, Amirhossein, and M. Reza Esfahani. "Strengthening of Two-way RC Slabs with Central Opening." KSCE Journal of Civil Engineering 23, no. 3 (January 14, 2019): 1228–35. http://dx.doi.org/10.1007/s12205-019-0952-y.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Li, Xiao Jin, Yi Yan Lu, and Na Li. "Behavior of Two-way RC Slabs Combination Strengthened with CFRP Strips and Steel Sheets." Applied Mechanics and Materials 501-504 (January 2014): 1048–52. http://dx.doi.org/10.4028/www.scientific.net/amm.501-504.1048.

Full text
Abstract:
A total of four two-way reinforced concrete slabs strengthened with three methods were tested. The four test specimens were one unstrengthened reinforced concrete slab (control), one slab strengthened with CFRP strips, one slab strengthened with steel sheets, and one slab strengthened with an innovative method of applying CFRP strips and steel sheets combination bonding to the tension face of the slab. The test results show the CFRP-Steel combination strengthened technique is a rapid and effective strengthening technique for two-way RC slab. The increase in ultimate capacities of CFRP-Steel combination strengthened slab is 221.1% over the control slab, 84.4% over the CFRP-strengthened slab, and 45.2% over the steel-strengthened slab. In addition, the CFRP-Steel combination strengthened slab exhibited superior ductility than the CFRP-strengthened slab.
APA, Harvard, Vancouver, ISO, and other styles
8

Chen, Wensu, Thong M. Pham, Mohamed Elchalakani, Huawei Li, Hong Hao, and Li Chen. "Experimental and Numerical Study of Basalt FRP Strip Strengthened RC Slabs under Impact Loads." International Journal of Structural Stability and Dynamics 20, no. 06 (June 2020): 2040001. http://dx.doi.org/10.1142/s0219455420400015.

Full text
Abstract:
Basalt fiber-reinforced polymer (BFRP) has been applied for strengthening concrete structures. However, studies on reinforced concrete (RC) slabs strengthened by BFRP strips under impact loads are limited in open literature. This study investigates the efficiency of using BFRP strips with various strengthening layouts and anchoring schemes on the impact resistance of RC slabs. A total of 11 two-way square slabs were prepared and tested, including one reference specimen without strengthening and ten slabs strengthened with BFRP strips and/or anchors. The RC slabs were impacted by a drop weight with increasing height until slab failure. The observed failure modes include punching shear failure, BFRP sheet debonding and reinforcement fracture. The failure modes and the effects of using various strengthening schemes on the impact resistant capacity of RC slabs were examined. The quantitative measurements, such as impact velocity, indentation depth and diameter, were compared and discussed. In addition, numerical studies were carried out by using LS-DYNA to simulate the impact tests of RC slabs with and without BFRP strengthening. With the calibrated numerical model, the impact behavior of slabs with various dimensions and strengthening layouts under different impact intensities can be predicted with good accuracy.
APA, Harvard, Vancouver, ISO, and other styles
9

Moon, Jiho, Mahmoud M. Reda Taha, and Jung J. Kim. "Flexural Strengthening of RC Slabs Using a Hybrid FRP-UHPC System Including Shear Connector." Advances in Materials Science and Engineering 2017 (2017): 1–7. http://dx.doi.org/10.1155/2017/4387545.

Full text
Abstract:
A polymeric hybrid composite system made of UHPC and CFRP was proposed as a retrofit system to enhance flexural strength and ductility of RC slabs. While the effectiveness of the proposed system was confirmed previously through testing three full-scale one-way slabs having two continuous spans, the slabs retrofitted with the hybrid system failed in shear. This sudden shear failure would stem from the excessive enhancement of the flexural strength over the shear strength. In this study, shear connectors were installed between the hybrid system and a RC slab. Using simple beam, only positive moment section was examined. Two full-scale RC slabs were cast and tested to failure: the first as a control and the second using this new strengthening technique. The proposed strengthening system increased the ultimate load carrying capacity of the slab by 70%, the stiffness by 60%, and toughness by 128%. The efficiency of shear connectors on ductile behavior of the retrofitted slab was also confirmed. After the UHPC top is separated from the slab, the shear connector transfer shear load and the slab system were in force equilibrium by compression in UHPC and tension in CFRP.
APA, Harvard, Vancouver, ISO, and other styles
10

Ahmed Mohammed Wagieallah, Rammah, and Mohammed Tagelsir Mustafa Abdelsalam. "Modelling of Compressive Membrane Action for Fully-laterally Restrained Two-way R.C Slabs." FES Journal of Engineering Sciences 9, no. 1 (February 22, 2021): 30–36. http://dx.doi.org/10.52981/fjes.v9i1.654.

Full text
Abstract:
Current design codes do not account for the effect of compressive membrane action (CMA) in reinforced concrete slabs, which can increase their capacities, and hence yields more economical design. This paper studies the influence of CMA for laterally restrained two-way slabs. The main aim is to develop a simple model to reasonably predict the enhancement in load-carrying capacity due to CMA for laterally restraint two-way RC slabs under uniformly distributed loading. In order to meet this aim, a numerical technique was used. The developed model had been validated against relevant experimental studies from literature. The parameters influencing the CMA were identified. These included the reinforcement ratio and span-thickness ratio. It was shown that the CMA decreases by increasing the percentage of reinforcement and span-to-thickness ratio. After that, a numerical model for evaluating the CMA for laterally restrained two-way slabs has been proposed. The model was examined against 43 slab specimens from literature. The correlation achieved was satisfactory, despite the wide range of variables involved in tests. The mean ratio of the experimental to the predicted ultimate load was 1.00, and the coefficient of variance (COV) equal to 25%.
APA, Harvard, Vancouver, ISO, and other styles
More sources

Dissertations / Theses on the topic "Two-way RC slabs"

1

Papanicolaou, Catherine, Thanasis Triantafillou, Ioannis Papantoniou, and Christos Balioukos. "Strengthening of two-way reinforced concrete slabs with Textile Reinforced Mortars (TRM)." Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2009. http://nbn-resolving.de/urn:nbn:de:bsz:14-ds-1244048746186-75760.

Full text
Abstract:
An innovative strengthening technique is applied for the first time in this study to provide flexural strengthening in two-way reinforced concrete (RC) slabs supported on edge beams. The technique comprises external bonding of textiles on the tension face of RC slabs through the use of polymer-modified cement- based mortars. The textiles used in the experimental campaign comprised fabric meshes made of long stitch-bonded fibre rovings in two orthogonal directions. The specimens measured 2 x 2 m in plan and were supported on hinges at the corners. Three RC slabs strengthened by textile reinforced mortar (TRM) overlays and one control specimen were tested to failure. One specimen received one layer of carbon fibre textile, another one received two, whereas the third specimen was strengthened with three layers of glass fibre textile having the same axial rigidity (in both directions) with the single-layered carbon fibre textile. All specimens failed due to flexural punching. The load-carrying capacity of the strengthened slabs was increased by 26%, 53%, and 20% over that of the control specimen for slabs with one (carbon), two (carbon) and three (glass) textile layers, respectively. The strengthened slabs showed an increase in stiffness and energy absorption. The experimental results are compared with theoretical predictions based on existing models specifically developed for two-way slabs and the performance of the latter is evaluated. Based on the findings of this work the authors conclude that TRM overlays comprise a very promising solution for the strengthening of two-way RC slabs.
APA, Harvard, Vancouver, ISO, and other styles

Book chapters on the topic "Two-way RC slabs"

1

Saleh, Ihab S., Saddam Kh Faleh, and Aqeel H. Chkheiwer. "Flexural Behavior of RC Two Way Slabs Made With Crushed Melted Bricks as Coarse Aggregate." In Sustainable Civil Infrastructures, 195–209. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-95771-5_16.

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

Bhuyan, Kasturi, Kiran Kumar Jujjavarapu, and Hrishikesh Sharma. "Performance Evaluation of Two-Way RC Slab Subjected to Blast Loading Using Finite Element Analysis." In Lecture Notes in Civil Engineering, 57–70. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5235-9_5.

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

ZHANG, J., J. TENG, and Y. WONG. "Rectangular Two-Way RC Slabs Bonded with a Steel Plate." In Advances in Steel Structures (ICASS '99), 477–84. Elsevier, 1999. http://dx.doi.org/10.1016/b978-008043015-7/50056-7.

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

Conference papers on the topic "Two-way RC slabs"

1

LIMAM, O., G. FORET, and A. EHRLACHER. "STRENGTHENING OF RC TWO-WAY SLABS WITH COMPOSITE MATERIALS." In Proceedings of the Sixth International Symposium on FRP Reinforcement for Concrete Structures (FRPRCS–6). World Scientific Publishing Company, 2003. http://dx.doi.org/10.1142/9789812704863_0037.

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

Hu, Cheng, Yuan Wu, and Shuangyin Cao. "Study on the Behavior of RC Two-Way Slabs Bonded with One-Way Steel Strips." In 2010 International Conference on E-Product E-Service and E-Entertainment (ICEEE 2010). IEEE, 2010. http://dx.doi.org/10.1109/iceee.2010.5661198.

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

Vidaković, Aleksandar, and Jaroslav Halvonik. "Shear resistance of clamped deck slabs assessed using design equations and FEM analysis." In The 13th international scientific conference “Modern Building Materials, Structures and Techniques”. Vilnius Gediminas Technical University, 2019. http://dx.doi.org/10.3846/mbmst.2019.087.

Full text
Abstract:
Reinforced concrete (RC) slabs without shear reinforcement are commonly used in the existing bridge structures. An ability of RC slabs to distribute the concentrated loads due to the wheel pressure in transverse direction is an important property for their verification. The aim of this paper is to investigate the effect of redistribution of shear forces and bending moments on the load carrying capacity of RC slabs subjected to concentrated loads. Two methods of the assessment are used: simplified analytical formulations and linear finite element analysis (LFEA). The obtained results are consequently compared with the test results taken from three experimental campaigns. The analyses show big differences among the results obtained from the simplified analytical methods that are based on the design equations introduced in the relevant standards. Improved methods, such as LFEA combined with analytical post-processing method, reflect the structural behaviour in a better way and provide more accurate load-bearing capacity prediction of the bridge deck slabs.
APA, Harvard, Vancouver, ISO, and other styles
You might also be interested in the extended bibliographies on the topic 'Two-way RC slabs' for particular source types:
Journal articles
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