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You searched for subject:( FRCM). Showing records 1 – 18 of 18 total matches.

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University of Miami

1. Pino, Vanessa A. Fabric Reinforced Cementitious Matrix (FRCM) Composites as a Repair System for Transportation Infrastructure.

Degree: PhD, Civil, Architectural and Environmental Engineering (Engineering), 2016, University of Miami

 The use of composite materials in the strengthening, rehabilitation, and repair industry has been gaining popularity due to their ability to promote the safety and… (more)

Subjects/Keywords: Composites; FRCM; FRP; Concrete Repair; Fatigue

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APA (6th Edition):

Pino, V. A. (2016). Fabric Reinforced Cementitious Matrix (FRCM) Composites as a Repair System for Transportation Infrastructure. (Doctoral Dissertation). University of Miami. Retrieved from https://scholarlyrepository.miami.edu/oa_dissertations/1711

Chicago Manual of Style (16th Edition):

Pino, Vanessa A. “Fabric Reinforced Cementitious Matrix (FRCM) Composites as a Repair System for Transportation Infrastructure.” 2016. Doctoral Dissertation, University of Miami. Accessed May 30, 2020. https://scholarlyrepository.miami.edu/oa_dissertations/1711.

MLA Handbook (7th Edition):

Pino, Vanessa A. “Fabric Reinforced Cementitious Matrix (FRCM) Composites as a Repair System for Transportation Infrastructure.” 2016. Web. 30 May 2020.

Vancouver:

Pino VA. Fabric Reinforced Cementitious Matrix (FRCM) Composites as a Repair System for Transportation Infrastructure. [Internet] [Doctoral dissertation]. University of Miami; 2016. [cited 2020 May 30]. Available from: https://scholarlyrepository.miami.edu/oa_dissertations/1711.

Council of Science Editors:

Pino VA. Fabric Reinforced Cementitious Matrix (FRCM) Composites as a Repair System for Transportation Infrastructure. [Doctoral Dissertation]. University of Miami; 2016. Available from: https://scholarlyrepository.miami.edu/oa_dissertations/1711


University of Minnesota

2. Anderson, Miranda. Effect of FRCM Repair on the Bond Behavior of Corroded Reinforced Concrete Beams Subjected to Static and Cyclic Loading.

Degree: MS, Civil Engineering, 2017, University of Minnesota

 This paper presents the evaluation of the effectiveness of Fiber Reinforced Cementitious Matrix (FRCM) repair in improving the bond behavior of corroded reinforced concrete beams… (more)

Subjects/Keywords: Bond; Confinement; Corrosion; Fatigue; FRCM; Repair

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APA (6th Edition):

Anderson, M. (2017). Effect of FRCM Repair on the Bond Behavior of Corroded Reinforced Concrete Beams Subjected to Static and Cyclic Loading. (Masters Thesis). University of Minnesota. Retrieved from http://hdl.handle.net/11299/191203

Chicago Manual of Style (16th Edition):

Anderson, Miranda. “Effect of FRCM Repair on the Bond Behavior of Corroded Reinforced Concrete Beams Subjected to Static and Cyclic Loading.” 2017. Masters Thesis, University of Minnesota. Accessed May 30, 2020. http://hdl.handle.net/11299/191203.

MLA Handbook (7th Edition):

Anderson, Miranda. “Effect of FRCM Repair on the Bond Behavior of Corroded Reinforced Concrete Beams Subjected to Static and Cyclic Loading.” 2017. Web. 30 May 2020.

Vancouver:

Anderson M. Effect of FRCM Repair on the Bond Behavior of Corroded Reinforced Concrete Beams Subjected to Static and Cyclic Loading. [Internet] [Masters thesis]. University of Minnesota; 2017. [cited 2020 May 30]. Available from: http://hdl.handle.net/11299/191203.

Council of Science Editors:

Anderson M. Effect of FRCM Repair on the Bond Behavior of Corroded Reinforced Concrete Beams Subjected to Static and Cyclic Loading. [Masters Thesis]. University of Minnesota; 2017. Available from: http://hdl.handle.net/11299/191203


University of Windsor

3. Bressan, John Joseph. Monotonic and Cyclic Loading of Flexure Critical Corroded RC Beams Repaired with Carbon and PBO FRCM.

Degree: MA, Civil and Environmental Engineering, 2019, University of Windsor

 The long-term serviceability of reinforced concrete (RC) structures such as bridges is a growing concern due to the accumulated corrosion damage on the tensile reinforcement… (more)

Subjects/Keywords: corrosion; cyclic; FRCM; monotonic; reinforced concrete; strengthening

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APA (6th Edition):

Bressan, J. J. (2019). Monotonic and Cyclic Loading of Flexure Critical Corroded RC Beams Repaired with Carbon and PBO FRCM. (Masters Thesis). University of Windsor. Retrieved from https://scholar.uwindsor.ca/etd/8161

Chicago Manual of Style (16th Edition):

Bressan, John Joseph. “Monotonic and Cyclic Loading of Flexure Critical Corroded RC Beams Repaired with Carbon and PBO FRCM.” 2019. Masters Thesis, University of Windsor. Accessed May 30, 2020. https://scholar.uwindsor.ca/etd/8161.

MLA Handbook (7th Edition):

Bressan, John Joseph. “Monotonic and Cyclic Loading of Flexure Critical Corroded RC Beams Repaired with Carbon and PBO FRCM.” 2019. Web. 30 May 2020.

Vancouver:

Bressan JJ. Monotonic and Cyclic Loading of Flexure Critical Corroded RC Beams Repaired with Carbon and PBO FRCM. [Internet] [Masters thesis]. University of Windsor; 2019. [cited 2020 May 30]. Available from: https://scholar.uwindsor.ca/etd/8161.

Council of Science Editors:

Bressan JJ. Monotonic and Cyclic Loading of Flexure Critical Corroded RC Beams Repaired with Carbon and PBO FRCM. [Masters Thesis]. University of Windsor; 2019. Available from: https://scholar.uwindsor.ca/etd/8161


Virginia Tech

4. Gangi, Michael Joseph. Analytical Modeling of the Repair Impact-Damaged Prestressed Concrete Bridge Girders.

Degree: MS, Civil and Environmental Engineering, 2015, Virginia Tech

 Highway bridges in the United States are frequently damaged by overheight vehicle collisions. The increasing number of prestressed concrete bridges indicates that the probability of… (more)

Subjects/Keywords: Prestressed concrete repair; analytical modeling; FRP; FRCM; Splices

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APA (6th Edition):

Gangi, M. J. (2015). Analytical Modeling of the Repair Impact-Damaged Prestressed Concrete Bridge Girders. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/56488

Chicago Manual of Style (16th Edition):

Gangi, Michael Joseph. “Analytical Modeling of the Repair Impact-Damaged Prestressed Concrete Bridge Girders.” 2015. Masters Thesis, Virginia Tech. Accessed May 30, 2020. http://hdl.handle.net/10919/56488.

MLA Handbook (7th Edition):

Gangi, Michael Joseph. “Analytical Modeling of the Repair Impact-Damaged Prestressed Concrete Bridge Girders.” 2015. Web. 30 May 2020.

Vancouver:

Gangi MJ. Analytical Modeling of the Repair Impact-Damaged Prestressed Concrete Bridge Girders. [Internet] [Masters thesis]. Virginia Tech; 2015. [cited 2020 May 30]. Available from: http://hdl.handle.net/10919/56488.

Council of Science Editors:

Gangi MJ. Analytical Modeling of the Repair Impact-Damaged Prestressed Concrete Bridge Girders. [Masters Thesis]. Virginia Tech; 2015. Available from: http://hdl.handle.net/10919/56488


University of Miami

5. Urbinati, Lorenzo. Analysis of Simulation Models for Dry Fabric Reinforced Cementitious Matrix (FRCM) Composites.

Degree: MS, Civil, Architectural and Environmental Engineering (Engineering), 2015, University of Miami

 Fabric Reinforced Cementitious Matrix (FRCM) composites are a recent advancement in structural repair and strengthening technology. Textile Reinforced Concrete (TRC) is a term used for… (more)

Subjects/Keywords: Literature review; FRCM; TRC; Tensile Behavior; Numerical Approaches

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APA (6th Edition):

Urbinati, L. (2015). Analysis of Simulation Models for Dry Fabric Reinforced Cementitious Matrix (FRCM) Composites. (Thesis). University of Miami. Retrieved from https://scholarlyrepository.miami.edu/oa_theses/576

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Urbinati, Lorenzo. “Analysis of Simulation Models for Dry Fabric Reinforced Cementitious Matrix (FRCM) Composites.” 2015. Thesis, University of Miami. Accessed May 30, 2020. https://scholarlyrepository.miami.edu/oa_theses/576.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Urbinati, Lorenzo. “Analysis of Simulation Models for Dry Fabric Reinforced Cementitious Matrix (FRCM) Composites.” 2015. Web. 30 May 2020.

Vancouver:

Urbinati L. Analysis of Simulation Models for Dry Fabric Reinforced Cementitious Matrix (FRCM) Composites. [Internet] [Thesis]. University of Miami; 2015. [cited 2020 May 30]. Available from: https://scholarlyrepository.miami.edu/oa_theses/576.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Urbinati L. Analysis of Simulation Models for Dry Fabric Reinforced Cementitious Matrix (FRCM) Composites. [Thesis]. University of Miami; 2015. Available from: https://scholarlyrepository.miami.edu/oa_theses/576

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Universidad de Chile

6. Martínez Salazar, María Fernanda. Guía para el diseño de refuerzos de elementos estructurales de hormigón armado mediante material compuesto por mallas de fibras minerales embebidas en matriz cementícea (FRCM) .

Degree: 2016, Universidad de Chile

 Las tecnologías para la rehabilitación de estructuras dañadas resultan de especial relevancia en países sísmicos. En el caso de estructuras frágiles de hormigón armado y… (more)

Subjects/Keywords: Estructuras de hormigón; Análisis estructural (Ingeniería); FRCM; Fabric Reinforced Cementitious Matrix

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APA (6th Edition):

Martínez Salazar, M. F. (2016). Guía para el diseño de refuerzos de elementos estructurales de hormigón armado mediante material compuesto por mallas de fibras minerales embebidas en matriz cementícea (FRCM) . (Thesis). Universidad de Chile. Retrieved from http://repositorio.uchile.cl/handle/2250/139463

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Martínez Salazar, María Fernanda. “Guía para el diseño de refuerzos de elementos estructurales de hormigón armado mediante material compuesto por mallas de fibras minerales embebidas en matriz cementícea (FRCM) .” 2016. Thesis, Universidad de Chile. Accessed May 30, 2020. http://repositorio.uchile.cl/handle/2250/139463.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Martínez Salazar, María Fernanda. “Guía para el diseño de refuerzos de elementos estructurales de hormigón armado mediante material compuesto por mallas de fibras minerales embebidas en matriz cementícea (FRCM) .” 2016. Web. 30 May 2020.

Vancouver:

Martínez Salazar MF. Guía para el diseño de refuerzos de elementos estructurales de hormigón armado mediante material compuesto por mallas de fibras minerales embebidas en matriz cementícea (FRCM) . [Internet] [Thesis]. Universidad de Chile; 2016. [cited 2020 May 30]. Available from: http://repositorio.uchile.cl/handle/2250/139463.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Martínez Salazar MF. Guía para el diseño de refuerzos de elementos estructurales de hormigón armado mediante material compuesto por mallas de fibras minerales embebidas en matriz cementícea (FRCM) . [Thesis]. Universidad de Chile; 2016. Available from: http://repositorio.uchile.cl/handle/2250/139463

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

7. Jabr, Abdulla. Flexural Strengthening of RC beams using Fiber Reinforced Cementitious Matrix, FRCM.

Degree: MA, Civil and Environmental Engineering, 2017, University of Windsor

 The use of externally bonded Fiber reinforced polymer (FRP) sheets has been successfully used in the repair and strengthening of both the shear and flexural… (more)

Subjects/Keywords: Fibers; FRCM; Structural Engineering

…using FRCM… …31 3.1 Phase 1: Tensile Characterization of G-FRCM… …42 3.2.2 FRCM Application… …55 4.1.1 Tensile test results on Glass-FRCM… …55 4.1.2 Tensile test results on PBO-FRCM… 

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APA (6th Edition):

Jabr, A. (2017). Flexural Strengthening of RC beams using Fiber Reinforced Cementitious Matrix, FRCM. (Masters Thesis). University of Windsor. Retrieved from https://scholar.uwindsor.ca/etd/5942

Chicago Manual of Style (16th Edition):

Jabr, Abdulla. “Flexural Strengthening of RC beams using Fiber Reinforced Cementitious Matrix, FRCM.” 2017. Masters Thesis, University of Windsor. Accessed May 30, 2020. https://scholar.uwindsor.ca/etd/5942.

MLA Handbook (7th Edition):

Jabr, Abdulla. “Flexural Strengthening of RC beams using Fiber Reinforced Cementitious Matrix, FRCM.” 2017. Web. 30 May 2020.

Vancouver:

Jabr A. Flexural Strengthening of RC beams using Fiber Reinforced Cementitious Matrix, FRCM. [Internet] [Masters thesis]. University of Windsor; 2017. [cited 2020 May 30]. Available from: https://scholar.uwindsor.ca/etd/5942.

Council of Science Editors:

Jabr A. Flexural Strengthening of RC beams using Fiber Reinforced Cementitious Matrix, FRCM. [Masters Thesis]. University of Windsor; 2017. Available from: https://scholar.uwindsor.ca/etd/5942


Universidad de Chile

8. Sandoval Bonhomme, Pablo Andrés. Evaluación experimental del comportamiento mecánico de refuerzos de fibra de carbono con matriz cementícea (FRCM), influencia del tipo de matriz .

Degree: 2014, Universidad de Chile

 Una de las técnicas de refuerzo y reparación de estructuras desarrolladas últimamente, corresponde al uso de fibra de carbono (mallas o tejidos) las que se… (more)

Subjects/Keywords: Materiales compuestos; Construcciones de hormigón armado; Estructuras de hormigón; Fibra de carbono; FRCM

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APA (6th Edition):

Sandoval Bonhomme, P. A. (2014). Evaluación experimental del comportamiento mecánico de refuerzos de fibra de carbono con matriz cementícea (FRCM), influencia del tipo de matriz . (Thesis). Universidad de Chile. Retrieved from http://repositorio.uchile.cl/handle/2250/131358

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Sandoval Bonhomme, Pablo Andrés. “Evaluación experimental del comportamiento mecánico de refuerzos de fibra de carbono con matriz cementícea (FRCM), influencia del tipo de matriz .” 2014. Thesis, Universidad de Chile. Accessed May 30, 2020. http://repositorio.uchile.cl/handle/2250/131358.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Sandoval Bonhomme, Pablo Andrés. “Evaluación experimental del comportamiento mecánico de refuerzos de fibra de carbono con matriz cementícea (FRCM), influencia del tipo de matriz .” 2014. Web. 30 May 2020.

Vancouver:

Sandoval Bonhomme PA. Evaluación experimental del comportamiento mecánico de refuerzos de fibra de carbono con matriz cementícea (FRCM), influencia del tipo de matriz . [Internet] [Thesis]. Universidad de Chile; 2014. [cited 2020 May 30]. Available from: http://repositorio.uchile.cl/handle/2250/131358.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Sandoval Bonhomme PA. Evaluación experimental del comportamiento mecánico de refuerzos de fibra de carbono con matriz cementícea (FRCM), influencia del tipo de matriz . [Thesis]. Universidad de Chile; 2014. Available from: http://repositorio.uchile.cl/handle/2250/131358

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

9. Abegaz, Adane Z. Advanced Fiber Reinforced Composites as Confining Systems for RC Columns.

Degree: PhD, Civil, Architectural and Environmental Engineering (Engineering), 2013, University of Miami

 Composite materials are becoming more frequently used in civil engineering structures. One of the most practical applications of these materials is strengthening of reinforced concrete… (more)

Subjects/Keywords: Composites; Concrete; FRP; FRCM; Fabric; ICE; Confinement

…and outside of the lab in the GFRP and FRCM studies. He was also helpful in the writing… …Chapter IV: Study 3: Fabric Reinforced Cementitious Matrix (FRCM) composites as… …4-7: PBO-FRCM properties (Arboleda et al. (2012)) …..98 Table… …4-8: Summary of average axial strength enhancements for PBO-FRCM confined columns… …x29; ... ….103 Table 4-14: GFRP versus PBO-FRCM confinement… 

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APA (6th Edition):

Abegaz, A. Z. (2013). Advanced Fiber Reinforced Composites as Confining Systems for RC Columns. (Doctoral Dissertation). University of Miami. Retrieved from https://scholarlyrepository.miami.edu/oa_dissertations/1122

Chicago Manual of Style (16th Edition):

Abegaz, Adane Z. “Advanced Fiber Reinforced Composites as Confining Systems for RC Columns.” 2013. Doctoral Dissertation, University of Miami. Accessed May 30, 2020. https://scholarlyrepository.miami.edu/oa_dissertations/1122.

MLA Handbook (7th Edition):

Abegaz, Adane Z. “Advanced Fiber Reinforced Composites as Confining Systems for RC Columns.” 2013. Web. 30 May 2020.

Vancouver:

Abegaz AZ. Advanced Fiber Reinforced Composites as Confining Systems for RC Columns. [Internet] [Doctoral dissertation]. University of Miami; 2013. [cited 2020 May 30]. Available from: https://scholarlyrepository.miami.edu/oa_dissertations/1122.

Council of Science Editors:

Abegaz AZ. Advanced Fiber Reinforced Composites as Confining Systems for RC Columns. [Doctoral Dissertation]. University of Miami; 2013. Available from: https://scholarlyrepository.miami.edu/oa_dissertations/1122


University of Waterloo

10. Azam, Rizwan. Behaviour of Shear-Critical Reinforced Concrete Beams Strengthened with Fiber Reinforced Cementitious Mortar.

Degree: 2016, University of Waterloo

 Extensive research has been conducted on strengthening of shear-critical reinforced concrete (RC) beams, particularly using fiber reinforced polymer (FRP) strengthening systems. This previous research has… (more)

Subjects/Keywords: Shear strengthening; Reinforced Concrete; Fiber Reinforced polymer (FRP); Fabric reinforced cementitious mortar (FRCM); Textile-reinforced concrete (TRC)

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APA (6th Edition):

Azam, R. (2016). Behaviour of Shear-Critical Reinforced Concrete Beams Strengthened with Fiber Reinforced Cementitious Mortar. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/10751

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Azam, Rizwan. “Behaviour of Shear-Critical Reinforced Concrete Beams Strengthened with Fiber Reinforced Cementitious Mortar.” 2016. Thesis, University of Waterloo. Accessed May 30, 2020. http://hdl.handle.net/10012/10751.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Azam, Rizwan. “Behaviour of Shear-Critical Reinforced Concrete Beams Strengthened with Fiber Reinforced Cementitious Mortar.” 2016. Web. 30 May 2020.

Vancouver:

Azam R. Behaviour of Shear-Critical Reinforced Concrete Beams Strengthened with Fiber Reinforced Cementitious Mortar. [Internet] [Thesis]. University of Waterloo; 2016. [cited 2020 May 30]. Available from: http://hdl.handle.net/10012/10751.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Azam R. Behaviour of Shear-Critical Reinforced Concrete Beams Strengthened with Fiber Reinforced Cementitious Mortar. [Thesis]. University of Waterloo; 2016. Available from: http://hdl.handle.net/10012/10751

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

11. Jones, Mark Stevens. Repair of Impact-Damaged Prestressed Bridge Girders Using Strand Splices and Fabric Reinforced Cementitious Matrix.

Degree: MS, Civil and Environmental Engineering, 2017, Virginia Tech

 This thesis investigates the repair of impact-damaged prestressed concrete bridge girders with strand splices and fabric-reinforced cementitious matrix systems, specifically for repair of structural damage… (more)

Subjects/Keywords: Bridge; Repair; FRP; FRCM; Strand Splice

…Stress-Strain Curve of FRCM Specimens (ACI Committee 549, 2013)… …15 Figure 4- Idealized Tensile Stress-Strain curve of FRCM Specimens (ACI Committee… …70 Figure 71- Repair Location after FRCM Surface Preparation… …70 Figure 72- Ruredil FRCM Mesh… …71 Figure 73- Installation of the FRCM… 

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APA (6th Edition):

Jones, M. S. (2017). Repair of Impact-Damaged Prestressed Bridge Girders Using Strand Splices and Fabric Reinforced Cementitious Matrix. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/76648

Chicago Manual of Style (16th Edition):

Jones, Mark Stevens. “Repair of Impact-Damaged Prestressed Bridge Girders Using Strand Splices and Fabric Reinforced Cementitious Matrix.” 2017. Masters Thesis, Virginia Tech. Accessed May 30, 2020. http://hdl.handle.net/10919/76648.

MLA Handbook (7th Edition):

Jones, Mark Stevens. “Repair of Impact-Damaged Prestressed Bridge Girders Using Strand Splices and Fabric Reinforced Cementitious Matrix.” 2017. Web. 30 May 2020.

Vancouver:

Jones MS. Repair of Impact-Damaged Prestressed Bridge Girders Using Strand Splices and Fabric Reinforced Cementitious Matrix. [Internet] [Masters thesis]. Virginia Tech; 2017. [cited 2020 May 30]. Available from: http://hdl.handle.net/10919/76648.

Council of Science Editors:

Jones MS. Repair of Impact-Damaged Prestressed Bridge Girders Using Strand Splices and Fabric Reinforced Cementitious Matrix. [Masters Thesis]. Virginia Tech; 2017. Available from: http://hdl.handle.net/10919/76648

12. Akbari Hadad, Houman. Cement-Based Composites for Rehabilitation of Concrete Structures.

Degree: PhD, Civil, Architectural and Environmental Engineering (Engineering), 2018, University of Miami

 Inorganic based composites are a new class of materials used in strengthening and rehabilitation of masonry and concrete structures. In the literature, these composites have… (more)

Subjects/Keywords: FRCM; Composite; Cement; Bonded; Rehabilitation; Concrete

…3.3 FRCM/SRG Reinforcement . . . . . . . . . . . . . . . . . . . . . . . . 52 3.4 Test… …4.3 Carbon FRCM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 81 4.4… …88 Glass FRCM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 91 4.4.1… …Inspection . . . . . . . . . . . . . . . . . . . . . . . 94 4.4.3 Stress and Strain in FRCM… …FRCM/SRG Fabrics . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 2.3 FRCM/SRG… 

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APA (6th Edition):

Akbari Hadad, H. (2018). Cement-Based Composites for Rehabilitation of Concrete Structures. (Doctoral Dissertation). University of Miami. Retrieved from https://scholarlyrepository.miami.edu/oa_dissertations/2223

Chicago Manual of Style (16th Edition):

Akbari Hadad, Houman. “Cement-Based Composites for Rehabilitation of Concrete Structures.” 2018. Doctoral Dissertation, University of Miami. Accessed May 30, 2020. https://scholarlyrepository.miami.edu/oa_dissertations/2223.

MLA Handbook (7th Edition):

Akbari Hadad, Houman. “Cement-Based Composites for Rehabilitation of Concrete Structures.” 2018. Web. 30 May 2020.

Vancouver:

Akbari Hadad H. Cement-Based Composites for Rehabilitation of Concrete Structures. [Internet] [Doctoral dissertation]. University of Miami; 2018. [cited 2020 May 30]. Available from: https://scholarlyrepository.miami.edu/oa_dissertations/2223.

Council of Science Editors:

Akbari Hadad H. Cement-Based Composites for Rehabilitation of Concrete Structures. [Doctoral Dissertation]. University of Miami; 2018. Available from: https://scholarlyrepository.miami.edu/oa_dissertations/2223

13. Estevan, Luis. Estudio experimental del comportamiento a compresión de elementos pétreos confinados con materiales compuestos .

Degree: 2018, University of Alicante

 La técnica del confinamiento es un recurso muy eficaz para mejorar la capacidad portante de los elementos comprimidos. En el caso particular de los soportes… (more)

Subjects/Keywords: Piedra; Confinamiento; FFRP; FRCM; Temperatura; Humedad

…cementosa reforzados con mallas (FRCM), analizándose la respuesta de las piezas… …este trabajo. Palabras clave: piedra, confinamiento, FRP, FRCM, temperatura, humedad. III… …32 2.4.3. Morteros de base cementosa reforzados con mallas (FRCM)… …52 2.5.3. Confinamiento de elementos comprimidos con FRCM… …119 4.4.2. Confinamiento con FRCM… 

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APA (6th Edition):

Estevan, L. (2018). Estudio experimental del comportamiento a compresión de elementos pétreos confinados con materiales compuestos . (Thesis). University of Alicante. Retrieved from http://hdl.handle.net/10045/83431

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Estevan, Luis. “Estudio experimental del comportamiento a compresión de elementos pétreos confinados con materiales compuestos .” 2018. Thesis, University of Alicante. Accessed May 30, 2020. http://hdl.handle.net/10045/83431.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Estevan, Luis. “Estudio experimental del comportamiento a compresión de elementos pétreos confinados con materiales compuestos .” 2018. Web. 30 May 2020.

Vancouver:

Estevan L. Estudio experimental del comportamiento a compresión de elementos pétreos confinados con materiales compuestos . [Internet] [Thesis]. University of Alicante; 2018. [cited 2020 May 30]. Available from: http://hdl.handle.net/10045/83431.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Estevan L. Estudio experimental del comportamiento a compresión de elementos pétreos confinados con materiales compuestos . [Thesis]. University of Alicante; 2018. Available from: http://hdl.handle.net/10045/83431

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Missouri University of Science and Technology

14. Janke, Michael Andrew. Field implementation of cement-based composite strengthening technologies.

Degree: M.S. in Civil Engineering, Civil Engineering, Missouri University of Science and Technology

 "With infrastructure continuing to age, technologies are being developed to strengthen structures as a more sustainable option than replacement. The use of fiber-reinforced cementitious matrix… (more)

Subjects/Keywords: BPO; Composite strengthening; FRCM; FRP; SRG; Civil Engineering

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Janke, M. A. (n.d.). Field implementation of cement-based composite strengthening technologies. (Masters Thesis). Missouri University of Science and Technology. Retrieved from https://scholarsmine.mst.edu/masters_theses/7823

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Chicago Manual of Style (16th Edition):

Janke, Michael Andrew. “Field implementation of cement-based composite strengthening technologies.” Masters Thesis, Missouri University of Science and Technology. Accessed May 30, 2020. https://scholarsmine.mst.edu/masters_theses/7823.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

MLA Handbook (7th Edition):

Janke, Michael Andrew. “Field implementation of cement-based composite strengthening technologies.” Web. 30 May 2020.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Vancouver:

Janke MA. Field implementation of cement-based composite strengthening technologies. [Internet] [Masters thesis]. Missouri University of Science and Technology; [cited 2020 May 30]. Available from: https://scholarsmine.mst.edu/masters_theses/7823.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Council of Science Editors:

Janke MA. Field implementation of cement-based composite strengthening technologies. [Masters Thesis]. Missouri University of Science and Technology; Available from: https://scholarsmine.mst.edu/masters_theses/7823

Note: this citation may be lacking information needed for this citation format:
No year of publication.


Missouri University of Science and Technology

15. Jemison, Sarah Elizabeth. Compressive behavior of masonry columns confined with steel reinforced grout (SRG) composite.

Degree: M.S. in Civil Engineering, Civil Engineering, Missouri University of Science and Technology

 "In this study, a new type of composite comprised of steel fiber cords embedded in a natural hydraulic lime mortar matrix, known as steel reinforced… (more)

Subjects/Keywords: Confinement; FRCM; Masonry; Steel reinforced grout; Strengthening; Civil Engineering

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Jemison, S. E. (n.d.). Compressive behavior of masonry columns confined with steel reinforced grout (SRG) composite. (Masters Thesis). Missouri University of Science and Technology. Retrieved from https://scholarsmine.mst.edu/masters_theses/7824

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Chicago Manual of Style (16th Edition):

Jemison, Sarah Elizabeth. “Compressive behavior of masonry columns confined with steel reinforced grout (SRG) composite.” Masters Thesis, Missouri University of Science and Technology. Accessed May 30, 2020. https://scholarsmine.mst.edu/masters_theses/7824.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

MLA Handbook (7th Edition):

Jemison, Sarah Elizabeth. “Compressive behavior of masonry columns confined with steel reinforced grout (SRG) composite.” Web. 30 May 2020.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Vancouver:

Jemison SE. Compressive behavior of masonry columns confined with steel reinforced grout (SRG) composite. [Internet] [Masters thesis]. Missouri University of Science and Technology; [cited 2020 May 30]. Available from: https://scholarsmine.mst.edu/masters_theses/7824.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Council of Science Editors:

Jemison SE. Compressive behavior of masonry columns confined with steel reinforced grout (SRG) composite. [Masters Thesis]. Missouri University of Science and Technology; Available from: https://scholarsmine.mst.edu/masters_theses/7824

Note: this citation may be lacking information needed for this citation format:
No year of publication.


Universidade do Minho

16. Mininno, Gemma. Modelling of the behaviour of TRM-strengthened masonry walls .

Degree: 2016, Universidade do Minho

 The un-reinforced masonry structures (URM) represent an important percentage of the building heritage, but they have poor performance in seismic condition. Hence the construction industry… (more)

Subjects/Keywords: Masonry; MM; FRCM; Strengthening; FEM modelling; In-plane behaviour; Out-of-plane behaviour; Time history analysis; Alvenaria; TRM; Modelação FEM; Comportamento no plano; Comportamento para fora do plano; Análise temporal; Muratura; Rinforzo; Modellazione FEM; Comportamento nel piano; Comportamento fuori dal piano; Analisi time history

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Mininno, G. (2016). Modelling of the behaviour of TRM-strengthened masonry walls . (Masters Thesis). Universidade do Minho. Retrieved from http://hdl.handle.net/1822/42869

Chicago Manual of Style (16th Edition):

Mininno, Gemma. “Modelling of the behaviour of TRM-strengthened masonry walls .” 2016. Masters Thesis, Universidade do Minho. Accessed May 30, 2020. http://hdl.handle.net/1822/42869.

MLA Handbook (7th Edition):

Mininno, Gemma. “Modelling of the behaviour of TRM-strengthened masonry walls .” 2016. Web. 30 May 2020.

Vancouver:

Mininno G. Modelling of the behaviour of TRM-strengthened masonry walls . [Internet] [Masters thesis]. Universidade do Minho; 2016. [cited 2020 May 30]. Available from: http://hdl.handle.net/1822/42869.

Council of Science Editors:

Mininno G. Modelling of the behaviour of TRM-strengthened masonry walls . [Masters Thesis]. Universidade do Minho; 2016. Available from: http://hdl.handle.net/1822/42869

17. Arboleda, Diana. Fabric Reinforced Cementitious Matrix (FRCM) Composites for Infrastructure Strengthening and Rehabilitation: Characterization Methods.

Degree: PhD, Civil, Architectural and Environmental Engineering (Engineering), 2014, University of Miami

 The development of alternative techniques for structural rehabilitation is of critical importance to the safety and preservation of the world's civil infrastructure. Fabric-reinforced cementitious matrix… (more)

Subjects/Keywords: FRCM; brittle composite; structural rehabilitation; tensile characterization; grip mechanism; durability; strain measurement

…1 2 Study 1 – FRCM Tensile Characterization: Method and Analysis.................. 30… …3 Study 2 - Durability Performance of FRCM… …55 4 Study 3 - Comparison of strain measurement techniques for FRCM .............. 72 5… …21 Figure 14 - Idealized tensile stress versus strain curve of an FRCM coupon specimen… …22 Figure 15 - Applying FRCM on a masonry wall (Ruredil 2010)… 

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Arboleda, D. (2014). Fabric Reinforced Cementitious Matrix (FRCM) Composites for Infrastructure Strengthening and Rehabilitation: Characterization Methods. (Doctoral Dissertation). University of Miami. Retrieved from https://scholarlyrepository.miami.edu/oa_dissertations/1282

Chicago Manual of Style (16th Edition):

Arboleda, Diana. “Fabric Reinforced Cementitious Matrix (FRCM) Composites for Infrastructure Strengthening and Rehabilitation: Characterization Methods.” 2014. Doctoral Dissertation, University of Miami. Accessed May 30, 2020. https://scholarlyrepository.miami.edu/oa_dissertations/1282.

MLA Handbook (7th Edition):

Arboleda, Diana. “Fabric Reinforced Cementitious Matrix (FRCM) Composites for Infrastructure Strengthening and Rehabilitation: Characterization Methods.” 2014. Web. 30 May 2020.

Vancouver:

Arboleda D. Fabric Reinforced Cementitious Matrix (FRCM) Composites for Infrastructure Strengthening and Rehabilitation: Characterization Methods. [Internet] [Doctoral dissertation]. University of Miami; 2014. [cited 2020 May 30]. Available from: https://scholarlyrepository.miami.edu/oa_dissertations/1282.

Council of Science Editors:

Arboleda D. Fabric Reinforced Cementitious Matrix (FRCM) Composites for Infrastructure Strengthening and Rehabilitation: Characterization Methods. [Doctoral Dissertation]. University of Miami; 2014. Available from: https://scholarlyrepository.miami.edu/oa_dissertations/1282


Missouri University of Science and Technology

18. Al-Jaberi, Zuhair. Strengthening of reinforced masonry walls subjected to out-of-plane pseudo-static cyclic load using advanced composite.

Degree: PhD, Civil Engineering, Missouri University of Science and Technology

 "A number of researchers have conducted experimental tests on unreinforced masonry walls (URM) strengthened with advanced composite materials. Consequently, the strengthening design guidelines are limited… (more)

Subjects/Keywords: Advanced Composite; FRCM; FRP; Out-Of-Plane; Reinforced Masonry; Strengthening; Civil and Environmental Engineering

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Al-Jaberi, Z. (n.d.). Strengthening of reinforced masonry walls subjected to out-of-plane pseudo-static cyclic load using advanced composite. (Doctoral Dissertation). Missouri University of Science and Technology. Retrieved from https://scholarsmine.mst.edu/doctoral_dissertations/2661

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Chicago Manual of Style (16th Edition):

Al-Jaberi, Zuhair. “Strengthening of reinforced masonry walls subjected to out-of-plane pseudo-static cyclic load using advanced composite.” Doctoral Dissertation, Missouri University of Science and Technology. Accessed May 30, 2020. https://scholarsmine.mst.edu/doctoral_dissertations/2661.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

MLA Handbook (7th Edition):

Al-Jaberi, Zuhair. “Strengthening of reinforced masonry walls subjected to out-of-plane pseudo-static cyclic load using advanced composite.” Web. 30 May 2020.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Vancouver:

Al-Jaberi Z. Strengthening of reinforced masonry walls subjected to out-of-plane pseudo-static cyclic load using advanced composite. [Internet] [Doctoral dissertation]. Missouri University of Science and Technology; [cited 2020 May 30]. Available from: https://scholarsmine.mst.edu/doctoral_dissertations/2661.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Council of Science Editors:

Al-Jaberi Z. Strengthening of reinforced masonry walls subjected to out-of-plane pseudo-static cyclic load using advanced composite. [Doctoral Dissertation]. Missouri University of Science and Technology; Available from: https://scholarsmine.mst.edu/doctoral_dissertations/2661

Note: this citation may be lacking information needed for this citation format:
No year of publication.

.