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You searched for subject:(tensile splitting strength). Showing records 1 – 12 of 12 total matches.

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1. Djimaldé Golmadingar. Vláknobetony a jejich možné využití v konstrukcích .

Degree: 2011, Czech University of Technology

 Cílem této doktorské práce bude poukázáno na široký sortiment vláken, které lze dnes využít k výrobě vláknobetonů a skutečnosti, které užití vláken přináší do technologie… (more)

Subjects/Keywords: zkoušení; pevnost v tlaku; pevnost v příčném tahu; pevnost v tahu za ohybu; vláknobeton; drátkobeton; prostý beton.Testing; compressive strength; splitting tensile strength; flexural tensile strength; fibre concrete; plain concrete

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APA (6th Edition):

Golmadingar, D. (2011). Vláknobetony a jejich možné využití v konstrukcích . (Thesis). Czech University of Technology. Retrieved from http://hdl.handle.net/10467/7999

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):

Golmadingar, Djimaldé. “Vláknobetony a jejich možné využití v konstrukcích .” 2011. Thesis, Czech University of Technology. Accessed November 23, 2020. http://hdl.handle.net/10467/7999.

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

MLA Handbook (7th Edition):

Golmadingar, Djimaldé. “Vláknobetony a jejich možné využití v konstrukcích .” 2011. Web. 23 Nov 2020.

Vancouver:

Golmadingar D. Vláknobetony a jejich možné využití v konstrukcích . [Internet] [Thesis]. Czech University of Technology; 2011. [cited 2020 Nov 23]. Available from: http://hdl.handle.net/10467/7999.

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

Council of Science Editors:

Golmadingar D. Vláknobetony a jejich možné využití v konstrukcích . [Thesis]. Czech University of Technology; 2011. Available from: http://hdl.handle.net/10467/7999

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


RMIT University

2. Zhao, M. Study on effects of flowability on steel fiber distribution patterns and mechanical properties of SFRC.

Degree: 2016, RMIT University

 Steel fiber reinforced concrete (SFRC) is a multiple-composite material developed during the early 1970s. In SFRC, short steel fibers are randomly distributed in concrete. Steel… (more)

Subjects/Keywords: Fields of Research; steel fiber reinforced concrete (SFRC); orientation of steel fiber; flowability of fresh SFRC; compressive strength; splitting tensile strength; flexural strength; flexural toughness; fracture energy

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APA (6th Edition):

Zhao, M. (2016). Study on effects of flowability on steel fiber distribution patterns and mechanical properties of SFRC. (Thesis). RMIT University. Retrieved from http://researchbank.rmit.edu.au/view/rmit:161759

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):

Zhao, M. “Study on effects of flowability on steel fiber distribution patterns and mechanical properties of SFRC.” 2016. Thesis, RMIT University. Accessed November 23, 2020. http://researchbank.rmit.edu.au/view/rmit:161759.

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

MLA Handbook (7th Edition):

Zhao, M. “Study on effects of flowability on steel fiber distribution patterns and mechanical properties of SFRC.” 2016. Web. 23 Nov 2020.

Vancouver:

Zhao M. Study on effects of flowability on steel fiber distribution patterns and mechanical properties of SFRC. [Internet] [Thesis]. RMIT University; 2016. [cited 2020 Nov 23]. Available from: http://researchbank.rmit.edu.au/view/rmit:161759.

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

Council of Science Editors:

Zhao M. Study on effects of flowability on steel fiber distribution patterns and mechanical properties of SFRC. [Thesis]. RMIT University; 2016. Available from: http://researchbank.rmit.edu.au/view/rmit:161759

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


York University

3. Tomy, Tintu Kizhakkethundathil. Development of Sustainable Masonry Brick.

Degree: MASc - Master of Applied Science, Civil Engineering, 2020, York University

 Implementation of environmentally-friendly and cost-effective building designs has been a persistent challenge to the civil engineering community. The current study aims to develop innovative masonry… (more)

Subjects/Keywords: Sustainability; Geotechnical Analyses; Compressive Strength; Flexural Strength; Splitting Tensile Strength; Ultrasonic Pulse Velocity; Water Absorption; Efflorescence; Freeze-Thaw damage; Resonant Frequency; FEM; Sewage sludge ash brick; Biopolymer brick; Geopolymer brick

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APA (6th Edition):

Tomy, T. K. (2020). Development of Sustainable Masonry Brick. (Masters Thesis). York University. Retrieved from https://yorkspace.library.yorku.ca/xmlui/handle/10315/37476

Chicago Manual of Style (16th Edition):

Tomy, Tintu Kizhakkethundathil. “Development of Sustainable Masonry Brick.” 2020. Masters Thesis, York University. Accessed November 23, 2020. https://yorkspace.library.yorku.ca/xmlui/handle/10315/37476.

MLA Handbook (7th Edition):

Tomy, Tintu Kizhakkethundathil. “Development of Sustainable Masonry Brick.” 2020. Web. 23 Nov 2020.

Vancouver:

Tomy TK. Development of Sustainable Masonry Brick. [Internet] [Masters thesis]. York University; 2020. [cited 2020 Nov 23]. Available from: https://yorkspace.library.yorku.ca/xmlui/handle/10315/37476.

Council of Science Editors:

Tomy TK. Development of Sustainable Masonry Brick. [Masters Thesis]. York University; 2020. Available from: https://yorkspace.library.yorku.ca/xmlui/handle/10315/37476


KTH

4. Hassan, Husseen. Experimental Tests of Pre - placed Aggregate Concrete for Concrete Repairs.

Degree: Concrete Structures, 2020, KTH

  Since a large part of the hydropower structures in Sweden was built in the 1950s and 1960s, many of them are slowly but surely… (more)

Subjects/Keywords: Shrinkage; Compressive strength; Splitting tensile strength; Freeze-thaw; resistance; Pre-placed aggregate concrete; PREPAC; Slag; Krympning; Tryckhållfasthet; Spräckhållfasthet; Frostbeständighet; Injekteringsbetong; PREPAC; Slagg; Architectural Engineering; Arkitekturteknik

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APA (6th Edition):

Hassan, H. (2020). Experimental Tests of Pre - placed Aggregate Concrete for Concrete Repairs. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-278540

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):

Hassan, Husseen. “Experimental Tests of Pre - placed Aggregate Concrete for Concrete Repairs.” 2020. Thesis, KTH. Accessed November 23, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-278540.

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

MLA Handbook (7th Edition):

Hassan, Husseen. “Experimental Tests of Pre - placed Aggregate Concrete for Concrete Repairs.” 2020. Web. 23 Nov 2020.

Vancouver:

Hassan H. Experimental Tests of Pre - placed Aggregate Concrete for Concrete Repairs. [Internet] [Thesis]. KTH; 2020. [cited 2020 Nov 23]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-278540.

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

Council of Science Editors:

Hassan H. Experimental Tests of Pre - placed Aggregate Concrete for Concrete Repairs. [Thesis]. KTH; 2020. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-278540

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


Universidade do Rio Grande do Sul

5. Novaes, Jéssica Flesch. Misturas cinza volante - cal de carbureto : durabilidade, resistência à tração e compressão.

Degree: 2016, Universidade do Rio Grande do Sul

Assunto cada vez mais em pauta nos foros nacionais e internacionais e nas comunidades ao redor do mundo, a questão ambiental tem sido a grande… (more)

Subjects/Keywords: Cinza volante; Fly ash; Carbide lime; Cal; Materiais pozolânicos; Porosity/lime index; Unconfined compression strength; Resistência à tração; Splitting tensile tests; Resistência à compressão; Durability

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APA (6th Edition):

Novaes, J. F. (2016). Misturas cinza volante - cal de carbureto : durabilidade, resistência à tração e compressão. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/149252

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):

Novaes, Jéssica Flesch. “Misturas cinza volante - cal de carbureto : durabilidade, resistência à tração e compressão.” 2016. Thesis, Universidade do Rio Grande do Sul. Accessed November 23, 2020. http://hdl.handle.net/10183/149252.

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

MLA Handbook (7th Edition):

Novaes, Jéssica Flesch. “Misturas cinza volante - cal de carbureto : durabilidade, resistência à tração e compressão.” 2016. Web. 23 Nov 2020.

Vancouver:

Novaes JF. Misturas cinza volante - cal de carbureto : durabilidade, resistência à tração e compressão. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2016. [cited 2020 Nov 23]. Available from: http://hdl.handle.net/10183/149252.

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

Council of Science Editors:

Novaes JF. Misturas cinza volante - cal de carbureto : durabilidade, resistência à tração e compressão. [Thesis]. Universidade do Rio Grande do Sul; 2016. Available from: http://hdl.handle.net/10183/149252

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


Brno University of Technology

6. Kotas, Vojtěch. Využití R-materiálu do studených asfaltových směsí: Asphalt recycled material to cold asphalt mixtures.

Degree: 2020, Brno University of Technology

 The thesis is focused on the use of R-material into cold asphalt mixtures, which is modern method using recyclate into subgrade of roads. Concretely, it… (more)

Subjects/Keywords: R-materiál; recyklace za studena; studená asfaltová směs; zhutnitelnost; cement; asfaltová emulze; pevnost v příčném tahu; R-material; cold recycling; cold asphalt mixture; compaction; cement; asphalt emulsion; tensile splitting strength

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

APA (6th Edition):

Kotas, V. (2020). Využití R-materiálu do studených asfaltových směsí: Asphalt recycled material to cold asphalt mixtures. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/42397

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):

Kotas, Vojtěch. “Využití R-materiálu do studených asfaltových směsí: Asphalt recycled material to cold asphalt mixtures.” 2020. Thesis, Brno University of Technology. Accessed November 23, 2020. http://hdl.handle.net/11012/42397.

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

MLA Handbook (7th Edition):

Kotas, Vojtěch. “Využití R-materiálu do studených asfaltových směsí: Asphalt recycled material to cold asphalt mixtures.” 2020. Web. 23 Nov 2020.

Vancouver:

Kotas V. Využití R-materiálu do studených asfaltových směsí: Asphalt recycled material to cold asphalt mixtures. [Internet] [Thesis]. Brno University of Technology; 2020. [cited 2020 Nov 23]. Available from: http://hdl.handle.net/11012/42397.

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

Council of Science Editors:

Kotas V. Využití R-materiálu do studených asfaltových směsí: Asphalt recycled material to cold asphalt mixtures. [Thesis]. Brno University of Technology; 2020. Available from: http://hdl.handle.net/11012/42397

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


York University

7. Saikali, Elisabeth Rita. Bond Behaviour of Steel Reinforcing Bars Embedded in Ultra-High-Performance Steel Fiber Reinforced Concrete.

Degree: MASc - Master of Applied Science, Civil Engineering, 2019, York University

 Ultra-High-Performance Steel Fiber Reinforced Concrete (UHP-SFRC) is an emerging concrete considered as an optimal, durable material that can substitute conventional concrete owing to its distinct… (more)

Subjects/Keywords: Civil engineering; Bond strength; Ultra-High-Performance Steel Fiber Reinforced Concrete (UHPSFRC); Concrete cover; Embedment length; Fout-point-bending test; Nonlinear finite element analysis; Flowability; Flexural strength; Tensile strength; Development length; Anchored beams; Pullout-splitting; Cone; Yielding; High confinement; Tensile hoop stresses; Design mix; Bar-spli; Mid-span deflection; Numerical model

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

APA (6th Edition):

Saikali, E. R. (2019). Bond Behaviour of Steel Reinforcing Bars Embedded in Ultra-High-Performance Steel Fiber Reinforced Concrete. (Masters Thesis). York University. Retrieved from http://hdl.handle.net/10315/36270

Chicago Manual of Style (16th Edition):

Saikali, Elisabeth Rita. “Bond Behaviour of Steel Reinforcing Bars Embedded in Ultra-High-Performance Steel Fiber Reinforced Concrete.” 2019. Masters Thesis, York University. Accessed November 23, 2020. http://hdl.handle.net/10315/36270.

MLA Handbook (7th Edition):

Saikali, Elisabeth Rita. “Bond Behaviour of Steel Reinforcing Bars Embedded in Ultra-High-Performance Steel Fiber Reinforced Concrete.” 2019. Web. 23 Nov 2020.

Vancouver:

Saikali ER. Bond Behaviour of Steel Reinforcing Bars Embedded in Ultra-High-Performance Steel Fiber Reinforced Concrete. [Internet] [Masters thesis]. York University; 2019. [cited 2020 Nov 23]. Available from: http://hdl.handle.net/10315/36270.

Council of Science Editors:

Saikali ER. Bond Behaviour of Steel Reinforcing Bars Embedded in Ultra-High-Performance Steel Fiber Reinforced Concrete. [Masters Thesis]. York University; 2019. Available from: http://hdl.handle.net/10315/36270


Addis Ababa University

8. Abrham, Kebede Seyfu. THE USE OF RECYCLED RUBBER TIRES AS A PARTIAL REPLACEMENT FOR COARSE AGGREGATES IN CONCRETE CONSTRUCTION .

Degree: 2012, Addis Ababa University

Subjects/Keywords: Aggregate, Compressive strength, Concrete, Flexural strength, Impact resistance, Recycled tires,; WorkabilityCompressive strength, Concrete, Flexural strength, Impact resistance,; Unit weight,; Splitting tensile strength; Rubberized concrete; Recycled tires

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APA (6th Edition):

Abrham, K. S. (2012). THE USE OF RECYCLED RUBBER TIRES AS A PARTIAL REPLACEMENT FOR COARSE AGGREGATES IN CONCRETE CONSTRUCTION . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4365

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):

Abrham, Kebede Seyfu. “THE USE OF RECYCLED RUBBER TIRES AS A PARTIAL REPLACEMENT FOR COARSE AGGREGATES IN CONCRETE CONSTRUCTION .” 2012. Thesis, Addis Ababa University. Accessed November 23, 2020. http://etd.aau.edu.et/dspace/handle/123456789/4365.

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

MLA Handbook (7th Edition):

Abrham, Kebede Seyfu. “THE USE OF RECYCLED RUBBER TIRES AS A PARTIAL REPLACEMENT FOR COARSE AGGREGATES IN CONCRETE CONSTRUCTION .” 2012. Web. 23 Nov 2020.

Vancouver:

Abrham KS. THE USE OF RECYCLED RUBBER TIRES AS A PARTIAL REPLACEMENT FOR COARSE AGGREGATES IN CONCRETE CONSTRUCTION . [Internet] [Thesis]. Addis Ababa University; 2012. [cited 2020 Nov 23]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4365.

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

Council of Science Editors:

Abrham KS. THE USE OF RECYCLED RUBBER TIRES AS A PARTIAL REPLACEMENT FOR COARSE AGGREGATES IN CONCRETE CONSTRUCTION . [Thesis]. Addis Ababa University; 2012. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4365

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


Brno University of Technology

9. Alexa, Martin. Vliv mnohonásobného zatěžování na vybrané parametry lehkého betonu: Influence of multiple cyclic loading on the selected parameters of lightweight concrete.

Degree: 2019, Brno University of Technology

 The diploma thesis deals with the observation of the values of selected parameters (especially the static modulus of elasticity) of light-weight concrete in compression before… (more)

Subjects/Keywords: Lehký beton; modul pružnosti; vícenásobné cyklické zatěžování; pevnost v tlaku; pevnost v příčném tahu; hmotnostní úbytek; Light-weight concrete; modulus of elasticity; multiple cyclic loading; compressive strength; tensile splitting strength; mass loss

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APA (6th Edition):

Alexa, M. (2019). Vliv mnohonásobného zatěžování na vybrané parametry lehkého betonu: Influence of multiple cyclic loading on the selected parameters of lightweight concrete. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/70358

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):

Alexa, Martin. “Vliv mnohonásobného zatěžování na vybrané parametry lehkého betonu: Influence of multiple cyclic loading on the selected parameters of lightweight concrete.” 2019. Thesis, Brno University of Technology. Accessed November 23, 2020. http://hdl.handle.net/11012/70358.

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

MLA Handbook (7th Edition):

Alexa, Martin. “Vliv mnohonásobného zatěžování na vybrané parametry lehkého betonu: Influence of multiple cyclic loading on the selected parameters of lightweight concrete.” 2019. Web. 23 Nov 2020.

Vancouver:

Alexa M. Vliv mnohonásobného zatěžování na vybrané parametry lehkého betonu: Influence of multiple cyclic loading on the selected parameters of lightweight concrete. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Nov 23]. Available from: http://hdl.handle.net/11012/70358.

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

Council of Science Editors:

Alexa M. Vliv mnohonásobného zatěžování na vybrané parametry lehkého betonu: Influence of multiple cyclic loading on the selected parameters of lightweight concrete. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/70358

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


Brno University of Technology

10. Mikulíková, Petra. Nestmelené a stmelené směsi z betonového recyklátu dálnice D1: Unbound and bound mixtures from recycled concrete of highway D1.

Degree: 2018, Brno University of Technology

 The work is divided into two parts. The first part deals with the description of unbound and bound base layers and their comparison. Furthermore is… (more)

Subjects/Keywords: Betonový recyklát; nestmelená směs podkladních vrstev; stmelená směs podkladních vrstev; cementobetonový kryt; alkalicko-křemičitá reakce; pevnost v prostém tlaku; pevnost v příčném tahu.; Recycled concrete; unbound base layers; base layers bound mixtures; concrete casing; alkali-silica reaction; unconfined compressive strength; tensile splitting strength.

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

APA (6th Edition):

Mikulíková, P. (2018). Nestmelené a stmelené směsi z betonového recyklátu dálnice D1: Unbound and bound mixtures from recycled concrete of highway D1. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/30344

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):

Mikulíková, Petra. “Nestmelené a stmelené směsi z betonového recyklátu dálnice D1: Unbound and bound mixtures from recycled concrete of highway D1.” 2018. Thesis, Brno University of Technology. Accessed November 23, 2020. http://hdl.handle.net/11012/30344.

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

MLA Handbook (7th Edition):

Mikulíková, Petra. “Nestmelené a stmelené směsi z betonového recyklátu dálnice D1: Unbound and bound mixtures from recycled concrete of highway D1.” 2018. Web. 23 Nov 2020.

Vancouver:

Mikulíková P. Nestmelené a stmelené směsi z betonového recyklátu dálnice D1: Unbound and bound mixtures from recycled concrete of highway D1. [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2020 Nov 23]. Available from: http://hdl.handle.net/11012/30344.

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

Council of Science Editors:

Mikulíková P. Nestmelené a stmelené směsi z betonového recyklátu dálnice D1: Unbound and bound mixtures from recycled concrete of highway D1. [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/30344

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


Brno University of Technology

11. Pešek, Lukáš. Vliv vlhkosti lehkého kameniva na vlastnosti betonu: The Influence of Moisture of Lightweight Aggregate on the Concrete Properties.

Degree: 2020, Brno University of Technology

 The bachelor thesis deals with the influence of moisture of lightweight aggregate on the concrete properties. In the experiment, test specimens from two different lightweight… (more)

Subjects/Keywords: Lehký beton; lehké kamenivo; vlhkost kameniva; pevnost v tlaku; pevnost v tahu ohybem; pevnost v příčném tahu; nedestruktivní zkoušení; dynamický modul pružnosti; samozhutnitelný beton; Lightweight concrete; lightweight aggregate; moisture of aggregate; compressive strength; flexural strength; tensile splitting strength; non-destructive testing; dynamic modulus of elasticity; self-compacting concrete

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

APA (6th Edition):

Pešek, L. (2020). Vliv vlhkosti lehkého kameniva na vlastnosti betonu: The Influence of Moisture of Lightweight Aggregate on the Concrete Properties. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/190790

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):

Pešek, Lukáš. “Vliv vlhkosti lehkého kameniva na vlastnosti betonu: The Influence of Moisture of Lightweight Aggregate on the Concrete Properties.” 2020. Thesis, Brno University of Technology. Accessed November 23, 2020. http://hdl.handle.net/11012/190790.

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

MLA Handbook (7th Edition):

Pešek, Lukáš. “Vliv vlhkosti lehkého kameniva na vlastnosti betonu: The Influence of Moisture of Lightweight Aggregate on the Concrete Properties.” 2020. Web. 23 Nov 2020.

Vancouver:

Pešek L. Vliv vlhkosti lehkého kameniva na vlastnosti betonu: The Influence of Moisture of Lightweight Aggregate on the Concrete Properties. [Internet] [Thesis]. Brno University of Technology; 2020. [cited 2020 Nov 23]. Available from: http://hdl.handle.net/11012/190790.

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

Council of Science Editors:

Pešek L. Vliv vlhkosti lehkého kameniva na vlastnosti betonu: The Influence of Moisture of Lightweight Aggregate on the Concrete Properties. [Thesis]. Brno University of Technology; 2020. Available from: http://hdl.handle.net/11012/190790

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


Brno University of Technology

12. Rozsypalová, Iva. Srovnání vybraných pevnostních tahových parametrů betonů: Comparison of selected parameters of tensile strength of concrete.

Degree: 2018, Brno University of Technology

 The thesis deals with a comparison of the selected strength tension properties of the hardened concrete and finding relationships between them. This is essentially a… (more)

Subjects/Keywords: beton; tah; pevnost v prostém tahu; pevnost v příčném tahu; pevnost v tahu za ohybu; pevnost v tlaku; zkoušení betonu; vlastnosti betonu; modul pružnosti; modul přetvárnosti; ultrazvuková impulzová metoda; rezonanční metoda; porovnání pevností; závislost pevností; concrete; tension; tensile strenght; tensile splitting strength; flexural strength; compressive strength; concrete testing; characteristics of concrete; elastic modulus; staticYoung'smodulus; impulse excitation technique; rezonance method; tension comparing; tension relations

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APA (6th Edition):

Rozsypalová, I. (2018). Srovnání vybraných pevnostních tahových parametrů betonů: Comparison of selected parameters of tensile strength of concrete. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/28690

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):

Rozsypalová, Iva. “Srovnání vybraných pevnostních tahových parametrů betonů: Comparison of selected parameters of tensile strength of concrete.” 2018. Thesis, Brno University of Technology. Accessed November 23, 2020. http://hdl.handle.net/11012/28690.

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

MLA Handbook (7th Edition):

Rozsypalová, Iva. “Srovnání vybraných pevnostních tahových parametrů betonů: Comparison of selected parameters of tensile strength of concrete.” 2018. Web. 23 Nov 2020.

Vancouver:

Rozsypalová I. Srovnání vybraných pevnostních tahových parametrů betonů: Comparison of selected parameters of tensile strength of concrete. [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2020 Nov 23]. Available from: http://hdl.handle.net/11012/28690.

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

Council of Science Editors:

Rozsypalová I. Srovnání vybraných pevnostních tahových parametrů betonů: Comparison of selected parameters of tensile strength of concrete. [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/28690

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

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