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Artykuły w czasopismach na temat "Reinforced"
Fu, Chao Jiang. "Numerical Simulation Procedure of RC Beam Reinforcement with FRP". Advanced Materials Research 243-249 (maj 2011): 5567–70. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.5567.
Pełny tekst źródłaNevin, John A. "Behavioural Momentum: Implications for Clinical Practice". Behaviour Change 10, nr 3 (wrzesień 1993): 162–68. http://dx.doi.org/10.1017/s0813483900005507.
Pełny tekst źródłaHammad, Mohammad G., Sulaiman E. Munawer i Amer M. Rasheed. "Study of the Effect of Reinforced Glass Fibers on Fatigue Properties for Composite Materials". Tikrit Journal of Engineering Sciences 17, nr 3 (30.09.2010): 15–24. http://dx.doi.org/10.25130/tjes.17.3.09.
Pełny tekst źródłaTremblay, Léon, i Wolfram Schultz. "Reward-Related Neuronal Activity During Go-Nogo Task Performance in Primate Orbitofrontal Cortex". Journal of Neurophysiology 83, nr 4 (1.04.2000): 1864–76. http://dx.doi.org/10.1152/jn.2000.83.4.1864.
Pełny tekst źródłaAlkjk, Saeed, Rafee Jabra i Salem Alkhater. "Preparation and characterization of glass fibers – polymers (epoxy) bars (GFRP) reinforced concrete for structural applications". Selected Scientific Papers - Journal of Civil Engineering 11, nr 1 (1.06.2016): 15–22. http://dx.doi.org/10.1515/sspjce-2016-0002.
Pełny tekst źródłaHua, Yuan, i Tai Quan Zhou. "Experimental Study of the Mechanical Properties of Hybrid Fiber Reinforced Concrete". Materials Science Forum 610-613 (styczeń 2009): 69–75. http://dx.doi.org/10.4028/www.scientific.net/msf.610-613.69.
Pełny tekst źródłaLeaf, Justin B., Ronald Leaf, Jeremy A. Leaf, Aditt Alcalay, Daniel Ravid, Stephanie Dale, Alyne Kassardjian i in. "Comparing Paired-Stimulus Preference Assessments With In-the-Moment Reinforcer Analysis on Skill Acquisition: A Preliminary Investigation". Focus on Autism and Other Developmental Disabilities 33, nr 1 (27.04.2016): 14–24. http://dx.doi.org/10.1177/1088357616645329.
Pełny tekst źródłaLiu, Wen Bai, i Zi Yi Chen. "Study of the Deformation Field of Reinforced Soil on the Triaxial Text". Applied Mechanics and Materials 71-78 (lipiec 2011): 5024–29. http://dx.doi.org/10.4028/www.scientific.net/amm.71-78.5024.
Pełny tekst źródłaLiu, Feng, Zhong Bo Zhang i Wen Feng Qin. "Research of Reinforce Plan for No. Zero Frame of TB200 Aircraft and Secondary Damage Prediction". Applied Mechanics and Materials 26-28 (czerwiec 2010): 303–9. http://dx.doi.org/10.4028/www.scientific.net/amm.26-28.303.
Pełny tekst źródłaWu, Xi-Zhi, Wei-Kang Yang i Xian-Jun Li. "Study on stripping mechanism of steel plate strengthened with carbon fiber reinforced polymer by cohesive zone model". Advances in Structural Engineering 23, nr 12 (24.04.2020): 2503–13. http://dx.doi.org/10.1177/1369433220912348.
Pełny tekst źródłaRozprawy doktorskie na temat "Reinforced"
Hamed, Sarah. "Shear Contribution of Basalt Fiber-Reinforced Concrete Reinforced with Basalt Fiber-Reinforced Polymer Bars". Master's thesis, Université Laval, 2019. http://hdl.handle.net/20.500.11794/34008.
Pełny tekst źródłaThis study evaluates both experimentally and analytically the shear behavior of basalt fiber-reinforced concrete (BFRC) beams reinforced longitudinally with basalt fiber-reinforced polymer (BFRP) bars. A new type of basalt macro-fibers was added to the concrete mix to produce the BFRC mix. Fourteen beams (152 x 254 x 2000 mm) with no transverse reinforcement provided were tested under four-point loading configuration until failure occurred. The beams were grouped in two groups A and B depending on their span-to-depth ratios, a/d. Beams of group A had a ratio a/d of 3.3 while those of group B had a ratio a/d of 2.5. Besides the span-to-depth ratios, the parameters investigated included the volume fraction of the fibers added (0.75 and 1.5%) and the longitudinal reinforcement ratio of the BFRP reinforcing bars (0.31, 0.48, 0.69, 1.05, and 1.52). The test results showed that the addition of basalt macro-fibers to the concrete mix enhanced its compressive strength. A direct relationship between the fiber volume fraction, Vf, and the compressive strength was observed. Concrete cylinders cast with Vf of 0.75 and 1.5% yielded 11 and 30% increase in their compressive strengths over those cast with plain concrete, respectively. The addition of fibers greatly enhanced the shear capacity of BFRC-BFRP beams compared to their control beams cast with plain concrete. The increase of the fiber volume fraction decreased the spacing between cracks and hindered its propagation. A significant enhancement in the shear capacities of the tested beams was also observed when the basalt macro-fibers were added at a volume fraction Vf of 0.75%. The average increase in the shear capacities of beams of group A and B, having the same reinforcement ratios, were 45 and 44%, respectively, in comparison with those of the control beams. It was noticed that the gain in shear capacities of the tested beams was more pronounced in beams with a/d = 3.3 than in beams with a/d = 2.5 when the reinforcement ratio increased. In the analytical phase, several models were used to predict the shear capacities of the beams. All of the available models overestimated the shear capacities of the tested beams with average ratio Vpre/Vexp ranging between 1.29 to 2.64. This finding indicated that these models were not suitable to predict the shear capacities of the BFRC-BFRP beams. A new modified model incorporating the type of the longitudinal reinforcement, the type of FRC used, and the density of concrete is proposed. The model of Ashour et al. –A (1992) was calibrated using a calibration factor equal to the ratio of modulus of FRP bars used, Ef, and that of steel bars, Es. This ratio takes into consideration the difference in properties between the FRP and steel bars, which was overlooked by previous models. The proposed model predicted well the shear capacities of the BFRC-BFRP beams tested in the current study with average ratios Vpre/Vexp = 0.82 ± 0.12 and 0.80 ± 0.01 for beams of groups A and B, respectively. The shear capacities of the lightweight concrete beams tested by Abbadi (2018) were predicted with an average ratio Vpre/Vexp = 0.77 ± 0.05. Moreover, the model predicted well the shear capacities of the SFRC beams reinforced with BFRP bars tested by Awadallah et al. (2014) with an average ratio Vpre/Vexp = 0.89 ± 0.07. This indicates the wide range of applicability of the proposed model. However, it is recommended that the proposed model be assessed on larger set of data than that presented in this study
Whittlestone, G. S. "Reinforced glass". Thesis, University of Salford, 2011. http://usir.salford.ac.uk/26963/.
Pełny tekst źródłaBarris, Peña Cristina. "Serviceability behaviour of fibre reinforced polymer reinforced concrete beams". Doctoral thesis, Universitat de Girona, 2011. http://hdl.handle.net/10803/7772.
Pełny tekst źródłaSe presentan los aspectos principales que influyen en los estados límites de servicio: tensiones de los materiales, ancho máximo de fisura y flecha máxima permitida. Se presenta una metodología para el diseño de dichos elementos bajo las condiciones de servicio. El procedimiento presentado permite optimizar las dimensiones de la sección respecto a metodologías más generales.
Fibre reinforced polymer (FRP) bars have emerged as an alternative to steel for reinforced concrete (RC) elements in aggressive environments due to their non-corrosive properties. This study investigates the short-term serviceability behaviour of FRP RC beams through theoretical and experimental analysis. Twenty-six RC beams reinforced with glass-FRP (GFRP) and one steel RC beam are tested under four-point loading. The experimental results are discussed and compared to some of the most representative prediction models of deflections and cracking for steel and FRP RC finding that prediction models generally provide adequate values up to the service load. Additionally, cracked section analysis (CSA) is used to analyse the flexural behaviour of the specimens until failure. CSA estimates the ultimate load with accuracy, but it underestimates the experimental deflection beyond the service load level. This increment is mainly attributed in this work to shear induced deflection and it is experimentally calculated.
A discussion on the main aspects of the SLS of FRP RC is introduced: the stresses in materials, maximum crack width and the allowable deflection. A methodology for the design of FRP RC at the serviceability requirements is presented, which allows optimizing the overall depth of the element with respect to more generalised methodologies.
Hearing, Brian Phillip 1972. "Delamination in reinforced concrete retrofitted with fiber reinforced plastics". Thesis, Massachusetts Institute of Technology, 2000. http://hdl.handle.net/1721.1/9141.
Pełny tekst źródłaIncludes bibliographical references (leaves 251-269).
The addition of fiber-reinforced plastic (FRP) laminates bonded to the tension face of concrete members is becoming an attractive solution to the rehabilitation and retrofit of damaged structural systems. Flexural strength is enhanced with this method but the failure behavior of the system can become more brittle, often involving delamination of the composite. This study investigates failure modes including delamination with the use of fiber reinforced plastics to rehabilitate various concrete structures. The focus is on delamination and its causes, specifically in the presence of existing cracks in the retrofitted concrete system. First, delamination processes in FRP retrofitted concrete systems are studied through combined experimental and analytical procedures. The delamination process is observed to initiate in the concrete substrate with micro cracks that coalesce into an unstable macro crack at failure. This macroscopic behavior is modeled through a finite element procedure with a smeared crack approach, which is found to be limited in the ability to represent the stress intensity at the delamination tip. For this reason it is shown that interfacial fracture mechanics can be used to describe the bimaterial elasticity and complex stress intensity at the delamination tip and provide a criterion governing the propagation of delamination using energy methods. Then, peeling processes occurring at existing cracks in the retrofitted system are studied through fracture mechanics based experimental and analytical procedures. An experimental program involving specialized shear notch specimens demonstrates that the location of the notch and laminate development length are influential on the shear crack peeling process. A finite element procedure is used to evaluate the crack driving forces applied at the shear notch crack mouth, and the fracture analysis is extended to evaluate initiation of peeling at the shear notch scenario. Finally, delamination failures in FRP retrofitted reinforced concrete beams representing "real-life" retrofit scenarios are investigated. An experimental and analytical program is conducted to investigate influences on the failure processes. The application of the fracture based peeling analysis to a quantitative design procedure is investigated, and a computational design aid to assist the iterative design procedure is developed.
by Brian Phillip Hearing.
Ph.D.
Abbadi, Abdulrahman. "Shear contribution of fiber-reinforced lightweight concrete (FRLWC) reinforced with basalt fiber reinforced Polymer (BFRP) bars". Master's thesis, Université Laval, 2018. http://hdl.handle.net/20.500.11794/31848.
Pełny tekst źródłaThis study reports on the shear behavior of fiber-reinforced lightweight concrete (FRLWC) beams reinforced with basalt fiber-reinforced polymer (BFRP) bars. Ten beams (150x250x2400 mm) cast with concrete with and without fibers were tested under fourpoint loading configuration until failure occurred. Two beams were cast without fibers and acted as control while the other eight beams were cast with different types and percentages of fiber. The investigated parameters included the fiber type (basalt, polypropylene, and steel fibers), the fibers volume fraction (0, 0.5, and 1.0%), and the beams’ reinforcement ratios (0.95 and 1.37%). Comparison between the experimental results and the analytical models currently available in the literature was performed to assess the applicability of such models for LWC reinforced with BFRP bars. Based on the outcome of the current study, the geometry of fibers played an important role in increasing the number of cracks than those observed in the control beams. The addition of fibers led to a more ductile failure and the rate of crack opening was delayed. Crack width decreased with the increase of the longitudinal reinforcement ratios and the fibers’ volume fractions. Increasing the reinforcement ratio resulted in higher stiffness and decreased its deflection at all stages of loading. Beams cast with 1% of basalt, polypropylene, and steel fibers showed an increase in their shear capacities in compared to control beams about 11, 16, and 63%, respectively. The type of fibers significantly affected the gain in the shear capacities of the beams, which can be attributed to the different physical and mechanical properties of the fibers used such as aspect ratios, lengths, geometries, densities, and their bonding mechanisms. Beams cast with 0.5% steel fibers exhibited higher shear capacities than those cast with basalt and polypropylene fibers by 23 and 16%, respectively, whereas the beams cast with 1% steel fibers showed a gain by 47 and 41%, respectively. The predicted shear capacities according to CSA-S806-12 code provisions were conservative with an average ratio Vpred /Vexp of 0.80 (standard deviation, SD = 0.12) for beams without fibers. Good predictions for the shear capacities of the basalt-fiber reinforced concrete beams (BLWC) were provided by the models derived by Shin (1994) and Gopinath (2016) in which the ratios Vpred /Vexp were 1.34 (SD = 0.09) and 1.35 (SD = 0.07), respectively. Also, the model of Shin (1994) predicted well the shear capacities of the polypropylene-fiber reinforced concrete beams (PLWC) with a Vpred /Vexp ratio of 1.34 and SD of 0.18. The models of Gopinath (2016), Ashour A (1992), and Shin (1994) predicted the shear capacities of steel-fiber reinforced concrete beams (SLWC) fairly reasonable with a Vpred /Vexp ratio of 1.01 (SD = 0.06), 1.07 (SD = 0.01) and 1.20 (SD = 0.08), respectively. A new model was proposed to predict the shear capacities of FRWLC beams reinforced with BFRP longitudinal bars. The proposed model predicted well the shear capacities of BLWC beams with a Vpred /Vexp ratio of 1.01 (SD = 0.05) and those of PLWC beams with a Vpred /Vexp ratio of 0.99 (SD = 0.06). The bond factor and the interface bond matrix used were 0.75 and 4.18 MPa, respectively. The proposed model also predicted well the shear capacities of beams cast with SLWC with a Vpred /Vexp ratio of 0.9 when the bond factor and the interface bond matrix were taken equal to 1.00 and 6.8 MPa, respectively.
Kim, SangHun Aboutaha Riyad S. "Ductility of carbon fiber-reinforced polymer (CFRP) strengthened reinforced concrete". Related Electronic Resource: Current Research at SU : database of SU dissertations, recent titles available full text, 2003. http://wwwlib.umi.com/cr/syr/main.
Pełny tekst źródłaAbdulmajid, Amin Ali Ahmed. "Strengthening of reinforced concrete beams using carbon fibre reinforced plastic". Thesis, Heriot-Watt University, 2007. http://hdl.handle.net/10399/1998.
Pełny tekst źródłaFILHO, JULIO JERONIMO HOLTZ SILVA. "CARBON FIBER REINFORCED POLYMER TORSION STRENGTHENING OF REINFORCED CONCRETE BEAMS". PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2007. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=10658@1.
Pełny tekst źródłaEste estudo teórico-experimental analisa o comportamento até a ruptura de vigas de concreto armado reforçadas externamente à torção com compósitos de fibras de carbono (CFC). No programa experimental, sete vigas de concreto armado, com seção transversal de 20 cm x 40 cm e 420 cm de comprimento, com mesma armadura de aço longitudinal e transversal e concreto com mesma resistência à compressão, foram ensaiadas até a ruptura. As vigas testadas foram divididas em três séries, sendo uma viga de referência sem reforço, três vigas com reforço transversal externo e três vigas com reforço externo transversal e longitudinal. Para a realização dos ensaios foi montada uma estrutura auxiliar de aço capaz de transferir às vigas a solicitação de torção pura. No estudo teórico foram desenvolvidas duas formulações. A primeira formulação, baseada no modelo da treliça espacial generalizada com abrandamento de tensões, apresenta uma sistemática para traçado da curva momento torçor x ângulo de torção por unidade de comprimento de vigas de concreto armado reforçadas à torção. A segunda formulação, fundamentada no modelo da Analogia da Treliça Espacial de acordo com a filosofia de dimensionamento do Eurocode 2, apresenta uma sistemática para dimensionamento de reforço com CFC . As duas metodologias adotam um modelo para determinação da aderência entre o substrato de concreto e o reforço. A inclusão da aderência nos modelos desenvolvidos é de grande importância porque em geral a ruptura do elemento estrutural ocorre devido ao descolamento do CFC. Os resultados experimentais obtidos nos testes das vigas foram utilizados para validar as duas formulações teóricas desenvolvidas. Os resultados experimentais apresentaram boa aproximação quando comparados com os modelos propostos. Verificou-se que todas as vigas reforçadas apresentaram um acréscimo de resistência à torção em torno de 40% em relação à viga de referência. Verificou-se que, após a fissuração, as vigas reforçadas apresentaram perda de rigidez inferior à da viga de referência. Observou-se que o ângulo da fissura medido experimentalmente, o ângulo de inclinação calculado pelo estado de deformação e o ângulo de inclinação calculado pelo estado de tensão da viga apresentaram valores próximos para cada viga.
A theoretical-experimental research on the torsional behavior up to failure of reinforced concrete beams strengthened with external carbon fiber composites (CFC) was carried out. The experimental study comprises a series of seven reinforced concrete beams with the same compressive strength of concrete loaded to failure and subjected to torsion. The beams dimensions were 20 cm x 40 cm x 420 cm. The test specimens had the same internal steel reinforcement. The beams were divided in three series: the reference beam without strengthening; three beams with the external strengthening applied transversally and three beams with the external strengthening applied transversally and longitudinally. For the accomplishment of the tests an auxiliary steel structure was mounted, capable to transfer to the beams the pure torsion moment. In the theoretical study two analytical procedures were developed. The first formulation, based on the softened space truss model for torsion, presents a systematic to obtain the curve torsion moment x torsion angle per length unit of the reinforced concrete beams with CFC torsion strengthening. The second systematic, based on the Space Truss Model in accordance with the Eurocode 2, presents the design of the CFC strengthening. Both methodologies adopt the Chen and Teng bond model between concrete and CFC. The consideration of the bond in the developed models is very important because the failure of the concrete members often occurs from debonding of the CFC. The experimental results from the beams tests were used to validate the two analytical procedures. Good agreement was obtained with the experimental and analytical results. For all the strengthened beams the average values of torsion strength were increased by 40% when compared to the reference beam. After cracking, the loss of rigidity in the strengthened beams was lower then in the reference beam. The cracking angle experimentally measured and the strut angles evaluated by strain state and stress state presented close values.
Saifullah, Mohammad. "Effect of reinforced corrosion on bond strength in reinforced concrete". Thesis, University of Birmingham, 1994. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.496283.
Pełny tekst źródłaBreña, Sergio F. "Strengthening reinforced concrete bridges using carbon fiber reinforced polymer composites /". Full text (PDF) from UMI/Dissertation Abstracts International, 2000. http://wwwlib.umi.com/cr/utexas/fullcit?p3004223.
Pełny tekst źródłaKsiążki na temat "Reinforced"
F, Babington Mary, Mapes Jennifer L, Socha Sean T, Senturia Dagfinn i Freedonia Group, red. Reinforced plastics. Cleveland: Freedonia Group, 1999.
Znajdź pełny tekst źródłaGabriele, Knödler, red. Reinforced soil. Stuttgart: IRB-Verlag, 1989.
Znajdź pełny tekst źródłaHolland, R. Reinforced concrete. London: Thomas Telford, 1997.
Znajdź pełny tekst źródłaV, Rosato Dominick, i Murphy, John, 1934 May 23-, red. Reinforced plastics handbook. Wyd. 3. Oxford: Elsevier Advanced Technology, 2004.
Znajdź pełny tekst źródłaMosley, W. H., J. H. Bungey i R. Hulse. Reinforced Concrete Design. London: Macmillan Education UK, 1999. http://dx.doi.org/10.1007/978-1-349-14911-7.
Pełny tekst źródłaK. Bajpai, Pramendra, i Inderdeep Singh, red. Reinforced Polymer Composites. Weinheim, Germany: Wiley-VCH Verlag GmbH & Co. KGaA, 2019. http://dx.doi.org/10.1002/9783527820979.
Pełny tekst źródłaMosley, W. H., i J. H. Bungey. Reinforced Concrete Design. London: Macmillan Education UK, 1987. http://dx.doi.org/10.1007/978-1-349-18825-3.
Pełny tekst źródłaMosley, W. H., i J. H. Bungey. Reinforced Concrete Design. London: Macmillan Education UK, 1990. http://dx.doi.org/10.1007/978-1-349-20929-3.
Pełny tekst źródłaMosley, W. H., i J. H. Bungey. Reinforced Concrete Design. London: Macmillan Education UK, 1990. http://dx.doi.org/10.1007/978-1-349-13058-0.
Pełny tekst źródłaL, Gamble W., red. Reinforced concrete slabs. Wyd. 2. New York: Wiley, 2000.
Znajdź pełny tekst źródłaCzęści książek na temat "Reinforced"
Schlosser, F., i M. Bastick. "Reinforced Earth". W Foundation Engineering Handbook, 778–95. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4615-3928-5_21.
Pełny tekst źródłaRosato, Dominick V., Donald V. Rosato, Marlene G. Rosato i Nick R. Schott. "Reinforced Plastics". W Plastics Institute of America Plastics Engineering, Manufacturing & Data Handbook, 1007–141. Boston, MA: Springer US, 2001. http://dx.doi.org/10.1007/978-1-4615-1615-6_16.
Pełny tekst źródłaNewton, Peter H. "Reinforced Concrete". W Structural Detailing, 43–49. London: Macmillan Education UK, 1991. http://dx.doi.org/10.1007/978-1-349-12448-0_5.
Pełny tekst źródłaBailey, Harold, i David Hancock. "Reinforced Brickwork". W Brickwork 3 and Associated Studies, 26–30. London: Macmillan Education UK, 1990. http://dx.doi.org/10.1007/978-1-349-11381-1_3.
Pełny tekst źródłaManevitch, Leonid I., Victor G. Oshmyan i Igor V. Andrianov. "Reinforced plates". W Foundations of Engineering Mechanics, 76–127. Berlin, Heidelberg: Springer Berlin Heidelberg, 2002. http://dx.doi.org/10.1007/978-3-540-44571-5_5.
Pełny tekst źródłaManevitch, Leonid I., Victor G. Oshmyan i Igor V. Andrianov. "Reinforced shells". W Foundations of Engineering Mechanics, 156–87. Berlin, Heidelberg: Springer Berlin Heidelberg, 2002. http://dx.doi.org/10.1007/978-3-540-44571-5_7.
Pełny tekst źródłaGooch, Jan W. "Reinforced Plastic". W Encyclopedic Dictionary of Polymers, 621. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_9887.
Pełny tekst źródłaGooch, Jan W. "Reinforced Thermoplastic". W Encyclopedic Dictionary of Polymers, 621. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_9888.
Pełny tekst źródłaNewton, Peter H. "Reinforced Concrete". W Structural Detailing, 43–48. London: Macmillan Education UK, 1985. http://dx.doi.org/10.1007/978-1-349-07253-8_5.
Pełny tekst źródłaBlubaugh, David Allen, Steven D. Harbour, Benjamin Sears i Michael J. Findler. "Reinforced Learning". W Intelligent Autonomous Drones with Cognitive Deep Learning, 363–76. Berkeley, CA: Apress, 2022. http://dx.doi.org/10.1007/978-1-4842-6803-2_9.
Pełny tekst źródłaStreszczenia konferencji na temat "Reinforced"
"Deflection of Reinforced Concrete Beams Reinforced by Fiber Reinforced Polymer Grids with Various Joint Designs". W SP-188: 4th Intl Symposium - Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5680.
Pełny tekst źródła"Structural Reliability for Fiber Reinforced Polymer Reinforced Concrete Structures". W SP-188: 4th Intl Symposium - Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5679.
Pełny tekst źródła"Concrete Columns Reinforced by Glass Fiber Reinforced Polymer Rods". W SP-188: 4th Intl Symposium - Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5614.
Pełny tekst źródła"Reinforced Concrete Cap Beam Strengthening Using Fiber Reinforced Polymer Composites". W SP-188: 4th Intl Symposium - Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5647.
Pełny tekst źródła"Influence of Separation on Flexural Performance of Reinforced Concrete Beams Reinforced by Carbon Fiber Reinforced Polymer Sheets". W SP-188: 4th Intl Symposium - Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5688.
Pełny tekst źródła"One-Way Slabs Reinforced with Glass Fiber Reinforced Polymer Reinforcing Bars". W SP-188: 4th Intl Symposium - Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5629.
Pełny tekst źródła"Failure of Over-Reinforced Hybrid Fiber Reinforced Polymer Concrete Beam Columns". W SP-188: 4th Intl Symposium - Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5616.
Pełny tekst źródła"Design Recommendations for Bridge Deck Slabs Reinforced by Fiber Reinforced Polymers". W SP-188: 4th Intl Symposium - Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5633.
Pełny tekst źródła"Retrofit of Reinforced Concrete Bridges with Carbon Fiber Reinforced Polymer Composites". W SP-188: 4th Intl Symposium - Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5644.
Pełny tekst źródłaGrassi, Lorenzo, Dmitry Khovratovich, Reinhard Lüftenegger, Christian Rechberger, Markus Schofnegger i Roman Walch. "Reinforced Concrete". W CCS '22: 2022 ACM SIGSAC Conference on Computer and Communications Security. New York, NY, USA: ACM, 2022. http://dx.doi.org/10.1145/3548606.3560686.
Pełny tekst źródłaRaporty organizacyjne na temat "Reinforced"
Phillips, Shawn H., Timothy S. Haddad, Rusty L. Blanski, Andre Y. Lee i Richard A. Vaia. Molecularly Reinforced Polymers. Fort Belvoir, VA: Defense Technical Information Center, czerwiec 2001. http://dx.doi.org/10.21236/ada409917.
Pełny tekst źródłaBrady, Pamalee A., i Orange S. Marshall. Shear Strengthening of Reinforced Concrete Beams Using Fiber-Reinforced Polymer Wraps. Fort Belvoir, VA: Defense Technical Information Center, październik 1998. http://dx.doi.org/10.21236/ada359462.
Pełny tekst źródłaHirschfeld, D. A., i J. J. Jr Brown. Whisker reinforced glass ceramic. Office of Scientific and Technical Information (OSTI), czerwiec 1996. http://dx.doi.org/10.2172/266920.
Pełny tekst źródłaPascall, A. Lattice Reinforced Cermet Materials. Office of Scientific and Technical Information (OSTI), wrzesień 2021. http://dx.doi.org/10.2172/1823691.
Pełny tekst źródłaKarg, Karin, David Powell i Jim Burnett. Chopped Fiber Discontinuously Reinforced Aluminum. Fort Belvoir, VA: Defense Technical Information Center, marzec 2003. http://dx.doi.org/10.21236/ada417412.
Pełny tekst źródłaRodriguez-Ver, Rita, Nicolas Lombardi i Marcelo Machado. Fiber Reinforced Polymer Bridge Decks. West Lafayette, Indiana: Purdue University, 2011. http://dx.doi.org/10.5703/1288284314242.
Pełny tekst źródłaHenderson, John G., Allan W. Gunderson, larry Hjelm, Craig Riviello i Franklin Wawner. Discontinuously Reinforced Metals -- Industry Assessment. Fort Belvoir, VA: Defense Technical Information Center, wrzesień 1998. http://dx.doi.org/10.21236/ada387005.
Pełny tekst źródłaCaputo, A. J., R. A. Lowden i H. H. Moeller. Fiber-reinforced ceramic tubular composites. Office of Scientific and Technical Information (OSTI), listopad 1988. http://dx.doi.org/10.2172/6525667.
Pełny tekst źródłaZander, Nicole E. Epoxy Nano-Reinforced Composite Systems. Fort Belvoir, VA: Defense Technical Information Center, luty 2008. http://dx.doi.org/10.21236/ada478363.
Pełny tekst źródłaBank, Lawrence C., Anthony J. Lamanna, James C. Ray i Gerardo I. Velazquez. Rapid Strengthening of Reinforced Concrete Beams with Mechanically Fastened, Fiber-Reinforced Polymeric Composite Materials. Fort Belvoir, VA: Defense Technical Information Center, marzec 2002. http://dx.doi.org/10.21236/ada400415.
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