Relevant bibliographies by topics / FRP-confined concrete

Academic literature on the topic 'FRP-confined concrete'

Author: Grafiati
Published: 10 December 2022
Last updated: 28 January 2023

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

Select a source type:

Contents

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'FRP-confined concrete.'

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 "FRP-confined concrete"

1

Lim, Jian Chin, and Togay Ozbakkloglu. "Comparison of Stress-Strain Relationships of FRP and Actively Confined High-Strength Concrete: Experimental Observations." Advanced Materials Research 919-921 (April 2014): 29–34. http://dx.doi.org/10.4028/www.scientific.net/amr.919-921.29.

Full text
Abstract:
It is well established that lateral confinement of concrete enhances its axial strength and deformability. It is often assumed that, at a same level of confining pressure, the axial compressive stress and strain of fiber reinforced polymer (FRP)-confined concrete at a given lateral strain are the same as those in concrete actively confined concrete. To assess the validity of this assumption, an experimental program relating both types of confinement systems was conducted. 25 FRP-confined and actively confined high-strength concrete (HSC) specimens cast from a same batch of concrete were tested under axial compression. The axial stress-strain and lateral strain-axial strain curves obtained from the two different confinement systems were assessed. The results indicate that, at a given axial strain, lateral strains of actively confined and FRP-confined concretes correspond, when they are subjected to the same lateral confining pressure. However, it is observed that, at these points of intersections on axial strain-lateral strain curves, FRP-confined concrete exhibits a lower axial stress than the actively confined concrete, indicating that the aforementioned assumption is not accurate. The test results indicate that the difference in the axial stresses of FRP-confined and actively confined HSC becomes more significant with an increase in the level of confining pressure.
APA, Harvard, Vancouver, ISO, and other styles
2

Spoelstra, Marijn R., and Giorgio Monti. "FRP-Confined Concrete Model." Journal of Composites for Construction 3, no. 3 (August 1999): 143–50. http://dx.doi.org/10.1061/(asce)1090-0268(1999)3:3(143).

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

Mirmiran, Amir, Aashish Singhvi, and Giorgio Monti. "FRP-Confined Concrete Model." Journal of Composites for Construction 5, no. 1 (February 2001): 62–65. http://dx.doi.org/10.1061/(asce)1090-0268(2001)5:1(62).

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

Yu, Feng, and Ping Wu. "Study on Stress-Strain Relationship of FRP-Confined Concrete Filled Steel Tubes." Advanced Materials Research 163-167 (December 2010): 3826–29. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.3826.

Full text
Abstract:
FRP-confined concrete filled steel tube may fully use the character of FRP-confined concrete and concrete filled steel tube. Based on the analysis of existing experimental data, the formula of ultimate bearing capacity of FRP-confined concrete filled steel tube is proposed. The mechanical behavior of FRP-confined concrete filled steel tube is mainly related to the equivalent confinement effect coefficient before the rupture of FRP. Based on the static equilibrium condition, the equivalent conversion section is adopted; taking as main parameter, the simplified stress-strain model of FRP-confined concrete filled steel tube is established. The predictions of the model agree well with test data.
APA, Harvard, Vancouver, ISO, and other styles
5

Lim, Jian Chin. "Influence of Concrete Age on Compressive Behavior of FRP-Confined Concrete." Applied Mechanics and Materials 744-746 (March 2015): 162–68. http://dx.doi.org/10.4028/www.scientific.net/amm.744-746.162.

Full text
Abstract:
This paper presents the results of an experimental study on the influence of concrete age on the compressive behavior of fiber reinforced polymer (FRP)-confined normal-strength (NSC) and high-strength concrete (HSC). The first part of the paper presents the results of 18 FRP-confined and 18 unconfined concrete specimens tested at 7 and 28 days. To extend the investigation with specimens with concrete ages up to 900 days, existing test results of FRP-confined concrete was assembled from the literature. Based on observations from both short-and long-term influences of concrete age on compressive behavior of FRP-confined concrete, a number of important findings were drawn and are presented in the second part of the paper. It was observed that, at a same level of FRP confinement and unconfined concrete strength, the stress-strain behavior of FRP-confined concrete changes with concrete age. This difference is particularly pronounced at the transition zone of the stress-strain curves. It is found that, in the short-term, the ultimate condition of FRP-confined concrete is not significantly affected by the age of concrete. However, in the long-term, slight decreases in the compressive strength and the ultimate axial strain are observed with an increase in concrete age.
APA, Harvard, Vancouver, ISO, and other styles
6

Qazi, Asad U., Qasim S. Khan, H. Abrar Ahmad, and Thong M. Pham. "Axial Behavior of FRP Confined Concrete Using Locally Available Low-Cost Wraps." Sustainability 14, no. 16 (August 12, 2022): 9989. http://dx.doi.org/10.3390/su14169989.

Full text
Abstract:
This study investigates the influences of three types of locally available low-cost Fiber Reinforced Polymers (FRP) wraps and two concrete mix designs on the axial behavior of FRP confined concrete. The experimental program comprised four unconfined (control), four glass FRP Matt Strand (GFRP-MS) confined concrete, four glass FRP Rowing (GFRP-R) confined concrete and four carbon FRP (CFRP) confined concrete specimens with a diameter of 150 mm and a height of 300 mm tested under axial compression. The specimens were prepared using two normal strength concrete mix designs, i.e., Mix-A and Mix-B. The experimental results exhibited that an increase in the confined concrete strength per unit cost ratio of a single layer of GFRP-MS was about two times of a single layer of CFRP wrap, whereas the increase in confined concrete strength per unit cost ratio of single layer of GFRP-R was about four times of a single layer of CFRP wrap. GFRP-MS and GFRP-R wraps can exhibit similar confined strengths as CFRP wrap with six and twelve times lower costs, respectively, than CFRP wrap. Mix-B concrete specimens exhibited higher confined concrete strengths but lower confined concrete strain than Mix-A concrete specimens. A database of 140 FRP confined concrete specimens was developed based on a set of specific criteria to develop a design-oriented model to predict the FRP confined concrete strength. The predicted confined concrete strengths matched well with the experimental confined concrete strengths. The two layers of GFRP-R exhibited similar confined concrete strength as CFRP wrap. In addition, GFRP-R exhibited high cement strength index (CSI) and low embodied CO2 index (CI).
APA, Harvard, Vancouver, ISO, and other styles
7

Cao, Yugui, Muyu Liu, Yang Zhang, Jun Hu, and Shengchun Yang. "Effect of Strain Rates on the Stress–Strain Behavior of FRP-Confined Pre-Damaged Concrete." Materials 13, no. 5 (February 28, 2020): 1078. http://dx.doi.org/10.3390/ma13051078.

Full text
Abstract:
There are many studies on fiber-reinforced polymer (FRP)-confined pre-damaged concrete under quasi-static strain rates. However, few studies have focused on FRP-confined pre-damaged concrete under high strain rates. Thus, an experimental and analytical investigation was conducted to obtain the mechanical behavior of FRP-confined pre-damaged concrete under different strain rates. The results show that the stress–strain curves, ultimate stress, and strain values were affected by strain rate and the extent of concrete damage. A stress–strain model of FRP-confined pre-damaged concrete considering the strain rate was developed by modifying a stress–strain model of FRP-confined pre-damaged concrete under quasi-static loading. The proposed model was evaluated by using test data. The evaluation results show that the proposed model can predict the stress–strain behavior of FRP-confined pre-damaged concrete under different strain rates.
APA, Harvard, Vancouver, ISO, and other styles
8

Jiang, Cheng, and Yu-Fei Wu. "Axial Strength of Eccentrically Loaded FRP-Confined Short Concrete Columns." Polymers 12, no. 6 (May 31, 2020): 1261. http://dx.doi.org/10.3390/polym12061261.

Full text
Abstract:
This paper presents an experimental program that includes 78 fiber reinforced polymer (FRP)-confined square concrete columns subjected to eccentric loading. The degradation of the axial strength of FRP-confined short concrete columns due to the load eccentricity is investigated in this work. A larger load eccentricity leads to a greater decrease in the axial strength. From the test results, it is found that FRP confinement can cause less strength degradation compared with that of unconfined concrete specimens. For FRP-confined square concrete specimens, the strength enhancement due to FRP confinement increases with increasing load eccentricity. However, the increasing load eccentricity decreases the confinement efficiency for FRP-confined circular concrete specimens. The relationship between the strength of eccentrically loaded FRP-confined square columns and their corner radii is evaluated.
APA, Harvard, Vancouver, ISO, and other styles
9

Kamgar, Reza, Hosein Naderpour, Houman Ebrahimpour Komeleh, Anna Jakubczyk-Gałczyńska, and Robert Jankowski. "A Proposed Soft Computing Model for Ultimate Strength Estimation of FRP-Confined Concrete Cylinders." Applied Sciences 10, no. 5 (March 4, 2020): 1769. http://dx.doi.org/10.3390/app10051769.

Full text
Abstract:
In this paper, the feed-forward backpropagation neural network (FFBPNN) is used to propose a new formulation for predicting the compressive strength of fiber-reinforced polymer (FRP)-confined concrete cylinders. A set of experimental data has been considered in the analysis. The data include information about the dimensions of the concrete cylinders (diameter, length) and the total thickness of FRP layers, unconfined ultimate concrete strength, ultimate confinement pressure, ultimate tensile strength of the FRP laminates and the ultimate concrete strength of the concrete cylinders. The confined ultimate concrete strength is considered as the output data, while other parameters are considered as the input data. These parameters are mostly used in existing FRP-confined concrete models. Soft computing techniques are used to estimate the compressive strength of FRP-confined concrete cylinders. Finally, a new formulation is proposed. The results of the proposed formula are compared to the existing methods. To verify the proposed method, results are compared with other methods. The results show that the described method can forecast the compressive strength of FRP-confined concrete cylinders with high precision in comparison with the existing formulas. Moreover, the mean percentage of error for the proposed method is very low (3.49%). Furthermore, the proposed formula can estimate the ultimate compressive capacity of FRP-confined concrete cylinders with a different type of FRP and arbitrary thickness in the initial design of practical projects.
APA, Harvard, Vancouver, ISO, and other styles
10

Cao, Yugui, Guoxu Zhao, Yang Zhang, Can Hou, and Ling Mao. "Unified Stress–Strain Model of FRP-Confined Square and Circle Rubber Concrete Columns." Materials 15, no. 5 (February 28, 2022): 1832. http://dx.doi.org/10.3390/ma15051832.

Full text
Abstract:
Studying the stress–strain relationship of fiber-reinforced polymer (FRP)-confined rubber concrete (RuC) plays an important role in its application in engineering projects. Most of the existing stress–strain relationship models are established based on the test data of FRP-confined rubber concrete with circular cross-sections, and the effect of the section shape is not considered. Therefore, an analysis-oriented stress–strain model of FRP-confined circular and square rubber concrete columns was studied in this paper for the first time. A database that includes the rubber particle content and section shape on the peak stress-peak strain and axial–lateral strain relationship of FRP-confined rubber concrete was established by collecting 235 test data from the literature. By modifying the key parameters in the existing FRP-confined normal concrete stress–strain relationship model, a unified stress–strain relationship model of FRP-confined RuC with circular and square columns is established. The proposed model is verified, and a good accuracy of the model is proven.
APA, Harvard, Vancouver, ISO, and other styles
More sources

Dissertations / Theses on the topic "FRP-confined concrete"

1

Au, Ching 1977. "Behavior of FRP-confined concrete." Thesis, Massachusetts Institute of Technology, 2001. http://hdl.handle.net/1721.1/84240.

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

Becque, Jurgen. "Analytical modeling of concrete columns confined by FRP." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape3/PQDD_0025/MQ51686.pdf.

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

Casalboni, Stefano. "Experimental study on Carbon FRP-confined elliptical concrete columns." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2011. http://amslaurea.unibo.it/2892/.

Full text
Abstract:
It is well recognized that the technique of strengthening reinforced concrete (RC) using fiber-reinforced polymer (FRP) jackets is more effective for circular sections, but less effective for rectangular sections. Indeed the presence of angular corners does not permit a uniform confinement to be provided by the FRP jackets to the columns. While rounded corners can enhance the effectiveness of FRP confinement, it will be more efficient to modify the rectangular section into an elliptical section. In addition to the better confinement effectiveness, from an aesthetical point of view, the shape modification would be a surprise to the built environment. This paper presents an experimental study on the behavior of FRP-confined concrete columns with elliptical section. Thirty-two short columns, divided in eight batches, were tested under axial compression. Each batch presents four specimens with different elliptical sections, determined by the aspect ratio a/b, that is the ratio between the minor and mayor axis. By varying this value from 1.0 to 2.0 (1.0, 1.3., 1.7, 2.0), the section becomes more and more elliptical starting from a circular shape. In this way it is possible to study the trend of effectiveness of FRP confinement for different section geometries. It is also interesting to study how the confinement effectiveness may vary by changing the cylinder strength of concrete and the number of the layers of CFRP. For this reason, a cylinder strength of concrete of 25 and 45 MPa have been used for the present research work, and half of the specimens were wrapped by one layer of CFRP, while the remaining specimens were wrapped with two layers. A simple analysis of the results has been carried out for evaluating the experimental work described in the present document. Further studies and analysis on this work should help to achieve a new and more accurate stress-strain model for CFRP-confined concrete columns with an elliptical section.
APA, Harvard, Vancouver, ISO, and other styles
4

Lyon, Jeffrey G. "FRP CONFINED REINFORCED CONCRETE CIRCULAR CROSS SECTION SEISMIC APPLICATIONS." DigitalCommons@CalPoly, 2009. https://digitalcommons.calpoly.edu/theses/149.

Full text
Abstract:
In recent earthquakes, structures have not performed as well as expected resulting in a need for better means of retrofitting and improvements in seismic design. Fiber Reinforced Polymers (FRP), as a material with potential to increase strength and ductility of columns in conjunction with capacity design methodology, has promise for seismic design. By investigating the displacement, ductility, and flexural strength properties of FRP confined reinforced concrete circular cross sections, this study analyzes the seismic applications of FRP confinement. The study is performed by incorporating an FRP confined concrete stress-strain model into a developed Moment-Curvature and PM Interaction software. This software conducts a comparison between traditional steel and FRP confined sections while performing parameter studies on the 28-day unconfined concrete compressive strength, longitudinal reinforcing ratio, cross section diameter, FRP confinement jacket thickness-cross section diameter ratio, and FRP confinement system design variables. These studies validate FRP’s performance for seismic applications resulting in several design recommendations to increase displacement capacity, ductility, and flexural strength and, thus, seismic performance.
APA, Harvard, Vancouver, ISO, and other styles
5

Rocca, Silvia. "Experimental and analytical evaluation of FRP-confined large size reinforced concrete columns." Diss., Rolla, Mo. : University of Missouri-Rolla, 2007. http://scholarsmine.mst.edu/thesis/pdf/Rocca_09007dcc803bfaf5.pdf.

Full text
Abstract:
Thesis (Ph. D.)--University of Missouri--Rolla, 2007.
Vita. The entire thesis text is included in file. Title from title screen of thesis/dissertation PDF file (viewed February 12, 2008) Includes bibliographical references.
APA, Harvard, Vancouver, ISO, and other styles
6

Abbas, Safeer. "Analytical study of corroded steel-FRP confined concrete bond under fatigue cyclic loading." Thesis, University of British Columbia, 2010. http://hdl.handle.net/2429/25801.

Full text
Abstract:
The steel-concrete bond and the cracking behaviour of concrete affect the performance of reinforced concrete structures. This is due to the fact that the transfer of forces between the steel and the concrete are accomplished through the bond. The bond between the steel and the concrete is affected by many factors such as corrosion of reinforcement, type of applied loading, and the confinement level. Reinforcement corrosion is one of the primary causes of the loss of steel-concrete bond. On the other hand, an accumulation of bond damage occurs due to the application of fatigue cyclic loading, as in the case of bridges and marine structures. It is known that fibre reinforced polymer (FRP) confinement improves the bond strength, even in the case of corroded reinforcing steel bars. The objective of this thesis was to develop an analytical tool for structural engineers to evaluate the corroded steel-FRP confined concrete bond under fatigue cyclic loading. Two models have been developed; 1) slip-fatigue model; and 2) bond stress-slip model. These models considered the effect of corrosion of reinforcement, the external confinement provided by the FRP sheets, and the fatigue cyclic loading. Slip after ‘N’ number of cycles for unwrapped and FRP wrapped cases were developed as a function of the initial slip, the final slip, and the fatigue bond life. These models were capable of capturing the experimental behaviour reported in the literature. Slip-life models for unwrapped and FRP wrapped beam specimens were developed using non linear regression analysis. Harajli et al. (2004) static bond stress-slip law was modified in order to model the bond stress-slip behaviour for the unwrapped and FRP wrapped beam specimen under monotonic and cyclic loading. The proposed cyclic bond stress-slip behaviour followed the monotonic bond stress-slip envelope and satisfactorily modeled the experimental behaviour. From the principles of statics of bond and using the derived cyclic bond stress-slip envelope, an equation to calculate the required development length of steel reinforcement was derived. The proposed equation is dependent on the material and the geometrical properties of a structural member. The derived equation was able to satisfactory predict the fatigue bond life.
APA, Harvard, Vancouver, ISO, and other styles
7

Coonan, Rachel Mary. "Experimental testing of realistically sized and loaded FRP-confined prismatic reinforced concrete columns." Thesis, University of Bath, 2016. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.707586.

Full text
Abstract:
An investigation into the achievable gain in axial strength capacity of FRP-confined prismatic reinforced concrete columns compared to unconfined columns when subject to axial and axial-flexural loading has been performed. An experimental test matrix of small-, medium-, and large-scale specimens addressed; size effect, load eccentricity and cross-sectional aspect ratio, allowing for detailed study of the cross-sectional behavioural mechanics and generation of an analytical model capturing the evolution of the cross-sectional behaviour. Experimental results demonstrated that an increase in axial capacity of 48% was achievable in axially loaded specimens, but was limited by cross-sectional geometry, and inevitable second order effects, that were more extensive with increasing load eccentricity. There was a corresponding reduction in confinement effectiveness, thus more FRP plies or straps are required when subject to large bending. Furthermore, with increasing load eccentricity, there is a beneficial increase in lateral deformation capacity. All specimens of rectangular cross-section benefit from FRP-confinement but this decreases with increasing aspect ratio. Lastly, experimental testing highlighted the importance of debonding, as the side length of the specimen between corners increases, small areas to the whole side of the specimen detached. Confinement of prismatic columns is achieved using the resistance generated in the FRP jacket as the concrete laterally expands, generating confining stresses at the convex corners under axial loading. Analysis of FRP strains at mid-height of the specimen show the formation of a cruciform shape originating at the corners, along the diagonals of the cross-section. As eccentric load is applied, the strains evolve into the higher compressive region, moving the effectively confined area over into this compressive region. Variation of the cross-sectional aspect ratio also dictates a change in effectively confined area, with higher strains generated next to the shorter side lengths. This complex behaviour necessitates research into large-scale specimens as the size effect does not encourage scaling of results from small-scale testing.
APA, Harvard, Vancouver, ISO, and other styles
8

NAGUIB, WASSIM IHAB. "LONG-TERM BEHAVIOR OF HYBRID FRP-CONCRETE BEAM-COLUMNS." University of Cincinnati / OhioLINK, 2001. http://rave.ohiolink.edu/etdc/view?acc_num=ucin982590541.

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

Ortega, Jose Alberto 1978. "Assessment of FRP-confined concrete : understanding behavior and issues in nondestructive evaluation using radar." Thesis, Massachusetts Institute of Technology, 2006. http://hdl.handle.net/1721.1/34645.

Full text
Abstract:
Thesis (S.M.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2006.
Includes bibliographical references (p. 197-205).
Increase in the use of fiber-reinforced polymer (FRP) composite materials for strengthening and retrofitting of concrete columns and bridge piers has urged the development of' an effective non-destructive evaluation (NDE) methodology. Radar technologies have shown great potential for assessing the structural and material integrity of FRP-confined concrete systems. In developing such technology, an interdisciplinary approach must be pursued by integrating contributions of various engineering fields. Under this framework, this thesis aims at establishing fundamental knowledge in two particular research areas: the mechanics and damage behavior of FRP-confined concrete and the characterization of electromagnetic (EM) properties for concrete and FRP materials. Research on mechanics and damage behavior of FRP-confined concrete involved a thorough literature survey on the state-of-the-art understanding of the subject and the execution of an experimental program for load-deformation characterization of FRP-confined concrete cylindrical specimens subjected to monotonic axial compressive loads. Based on the experimental results and comparative studies with recent analytical models, the experimental program was extended to the characterization of specific damage levels using a volumetric deformation metric. Visual inspection of the concrete core of specimens previously loaded to levels close to ultimate failure revealed the existence of significant residual volumetric strains, which upon the removal of the FRP jacket could provoke severe concrete cracking and catastrophic failure.
(cont.) Research on dielectric property characterization of concrete and FRP materials led to the development of an integrated methodology for estimating the complex permittivity of low-loss materials in general using free-space measurements of EM wave transmission. Such development required theoretical modeling of EM wave propagation through dielectric media and experimental measurements of transmission coefficients. Validation studies were performed using Teflon, Lexan, and Bakelite materials whose dielectric properties are established in literature. The methodology was then applied to concrete and FRP materials. Establishing minimum criteria for specimen dimensions and optimal frequency bandwidths is still required before the proposed methodology can be used in field applications. Additionally, exploratory research on the assessment of FRP-confined concrete using radar technologies was conducted. Preliminary results indicate potential of such technologies for detecting features related to the presence of rebar, air cavities, delaminations, and mechanical damage in FRP-confined concrete columns.
by José Alberto Ortega.
S.M.
APA, Harvard, Vancouver, ISO, and other styles
10

Sutherland, Brandy. "Experimental and analytical analysis of the stress-strain diagram of FRP-confined concrete with different loading rates." Thesis, Manhattan, Kan. : Kansas State University, 2007. http://hdl.handle.net/2097/420.

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

Books on the topic "FRP-confined concrete"

1

Samdani, Sohail. Analytical study of FRP-confined concrete columns. Ottawa: National Library of Canada, 2003.

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

Punshi, Vikram D. Non-linear analysis of circular FRP-confined concrete columns using finite element methods. Ottawa: National Library of Canada, 2003.

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

Book chapters on the topic "FRP-confined concrete"

1

Feng, Peng, Jia-Qi Yang, and Zhiyuan Li. "FRP Confined Concrete: What, Why, and How?" In Lecture Notes in Civil Engineering, 37–45. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-88166-5_3.

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

Saatcioglu, Murat. "Reinforced Concrete Columns Confined by FRP Grids." In Design and Manufacturing of Composites, 121–28. New York: CRC Press, 2021. http://dx.doi.org/10.1201/9781003076131-23.

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

Mukhtar, Z. Z., A. Abu Bakar, A. Fitriadhy, M. S. Abdul Majid, and Asmalina Mohamed Saat. "Experimental Analysis of FRP Confined Concrete for Underwater Application." In Lecture Notes in Mechanical Engineering, 65–77. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-0002-2_8.

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

Nuroji, Ay Lie Han, Sri Tudjono, Lena Tri Lestari, and Tiara Murtisari. "A Proposed Method of FRP Anchorage for FRP Confined Over-Reinforced Concrete Beam." In Proceedings of the 5th International Conference on Rehabilitation and Maintenance in Civil Engineering, 225–32. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-9348-9_20.

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

Jalalpour, Mohammad, and Tarek Alkhrdaji. "Backbone Curves of FRP Confined Concrete Columns for Nonlinear Analysis." In Lecture Notes in Civil Engineering, 1254–65. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-88166-5_109.

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

Wei, Youyi, and Yufei Wu. "Stress-Strain Modeling of Rectangular Concrete Columns Confined by FRP Jacket." In Advances in FRP Composites in Civil Engineering, 618–21. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-17487-2_135.

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

Zīle, E., V. Tamužs, and M. Daugevičius. "Mechanical Behavior of Concrete Columns Confined by Laterally Pre-Tensioned FRP." In Advances in FRP Composites in Civil Engineering, 642–45. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-17487-2_141.

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

Alsaif, Abdulaziz, Reyes Garcia, Maurizio Guadagnini, and Kypros Pilakoutas. "Behaviour of FRP-Confined Rubberised Concrete with Internal Recycled Tyre Steel Fibres." In High Tech Concrete: Where Technology and Engineering Meet, 233–41. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_29.

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

Monti, Giorgio, Nicola Nisticò, Valentino Lovo, Silvia Alessandri, and Silvia Santini. "Procedure for the Statistical Determination of the Design FRP-Confined Concrete Strength." In Advances in FRP Composites in Civil Engineering, 634–37. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-17487-2_139.

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

Li, S. Q., J. F. Chen, L. A. Bisby, Y. M. Hu, and J. G. Teng. "Effect of Geometric Discontinuities on FRP Strain Efficiency in FRP-Confined Circular Concrete-Filled Steel Tubes." In Advances in FRP Composites in Civil Engineering, 595–98. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-17487-2_129.

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

Conference papers on the topic "FRP-confined concrete"

1

Xiao, Y., P. S. Zhu, K. G. Choi, Y. T. Wu, Z. Y. Huang, and B. Shan. "FRP confined smart concrete/mortar." In Smart Structures and Materials, edited by Masayoshi Tomizuka, Chung-Bang Yun, and Victor Giurgiutiu. SPIE, 2006. http://dx.doi.org/10.1117/12.659208.

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

LAM, L., and J. G. TENG. "HOOP RUPTURE STRAINS OF FRP JACKETS IN FRP CONFINED CONCRETE." 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_0056.

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

WU, G., Z. LU, and Z. WU. "STRESS-STRAIN RELATIONSHIP FOR FRP-CONFINED CONCRETE CYLINDERS." 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_0051.

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

WU, G., Z. WU, and Z. LU. "STRESS-STRAIN RELATIONSHIP FOR FRP-CONFINED CONCRETE PRISMS." 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_0052.

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

Valasaki, Maria, George Ristas, and Christos Papakonstantinou. "FRP-Confined Concrete Analytical Axial Stress Model Evaluation." In 1st Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2021. http://dx.doi.org/10.5592/co/1crocee.2021.84.

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

"Self-Consolidating Concrete Piles Confined in FRP Tubes." In "SP-209: ACI Fifth Int Conf Innovations in Design with Emphasis on Seismic, Wind and Environmental Loading, Quality Con". American Concrete Institute, 2002. http://dx.doi.org/10.14359/12507.

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

de Diego, Ana, Sonia Martínez, José Pedro Gutiérrez, and Luis Echevarría. "Experimental Study on Concrete Columns Confined with External FRP." In The 4th World Congress on Civil, Structural, and Environmental Engineering. Avestia Publishing, 2019. http://dx.doi.org/10.11159/icsect19.113.

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

"Strain-Based Design Model for FRP-Confined Concrete Columns." In SP-230: 7th International Symposium on Fiber-Reinforced (FRP) Polymer Reinforcement for Concrete Structures. American Concrete Institute, 2005. http://dx.doi.org/10.14359/14878.

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

Louk Fanggi, Butje, Melinda Moata, Ambrosius Wayan, Abia Mata, and Merna Benu. "Influence of Number of FRP layer on Compressive Behavior of FRP-Confined Lightweight Concrete." In Proceedings of the 1st International Conference on Engineering, Science, and Commerce, ICESC 2019, 18-19 October 2019, Labuan Bajo, Nusa Tenggara Timur, Indonesia. EAI, 2019. http://dx.doi.org/10.4108/eai.18-10-2019.2289918.

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

"Volumetric Response of FRP-Confined Full-Scale RC Columns." In SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium. American Concrete Institute, 2011. http://dx.doi.org/10.14359/51682420.

Full text
APA, Harvard, Vancouver, ISO, and other styles
You might also be interested in the extended bibliographies on the topic 'FRP-confined concrete' 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