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The Resource On Shear Behavior of Structural Elements Made of Steel Fiber Reinforced Concrete, by Estefanía Cuenca, (electronic resource)
On Shear Behavior of Structural Elements Made of Steel Fiber Reinforced Concrete, by Estefanía Cuenca, (electronic resource)
Resource Information
The item On Shear Behavior of Structural Elements Made of Steel Fiber Reinforced Concrete, by Estefanía Cuenca, (electronic resource) represents a specific, individual, material embodiment of a distinct intellectual or artistic creation found in Boston University Libraries.This item is available to borrow from all library branches.
Resource Information
The item On Shear Behavior of Structural Elements Made of Steel Fiber Reinforced Concrete, by Estefanía Cuenca, (electronic resource) represents a specific, individual, material embodiment of a distinct intellectual or artistic creation found in Boston University Libraries.
This item is available to borrow from all library branches.
- Summary
- This book sheds light on the shear behavior of Fiber Reinforced Concrete (FRC) elements, presenting a thorough analysis of the most important studies in the field and highlighting their shortcomings and issues that have been neglected to date. Instead of proposing a new formula, which would add to an already long list, it instead focuses on existing design codes. Based on a comparison of experimental tests, it provides a thorough analysis of these codes, describing both their reliability and weaknesses. Among other issues, the book addresses the influence of flange size on shear, and the possible inclusion of the flange factor in design formulas. Moreover, it reports in detail on tests performed on beams made of concrete of different compressive strengths, and on fiber reinforcements to study the influence on shear, including size effects. Lastly, the book presents a thorough analysis of FRC hollow core slabs. In fact, although this is an area of great interest in the current research landscape, it remains largely unexplored due to the difficulties encountered in attempting to fit transverse reinforcement in these elements
- Language
- eng
- Extent
- XX, 209 p. 150 illus., 28 illus. in color.
- Contents
-
- Introduction and objectives
- Literature survey on shear in frc beams
- Experimental tests
- Shear database
- Conclusions and Recommendations
- Isbn
- 9783319136868
- Label
- On Shear Behavior of Structural Elements Made of Steel Fiber Reinforced Concrete
- Title
- On Shear Behavior of Structural Elements Made of Steel Fiber Reinforced Concrete
- Statement of responsibility
- by Estefanía Cuenca
- Language
- eng
- Summary
- This book sheds light on the shear behavior of Fiber Reinforced Concrete (FRC) elements, presenting a thorough analysis of the most important studies in the field and highlighting their shortcomings and issues that have been neglected to date. Instead of proposing a new formula, which would add to an already long list, it instead focuses on existing design codes. Based on a comparison of experimental tests, it provides a thorough analysis of these codes, describing both their reliability and weaknesses. Among other issues, the book addresses the influence of flange size on shear, and the possible inclusion of the flange factor in design formulas. Moreover, it reports in detail on tests performed on beams made of concrete of different compressive strengths, and on fiber reinforcements to study the influence on shear, including size effects. Lastly, the book presents a thorough analysis of FRC hollow core slabs. In fact, although this is an area of great interest in the current research landscape, it remains largely unexplored due to the difficulties encountered in attempting to fit transverse reinforcement in these elements
- http://library.link/vocab/creatorName
- Cuenca, Estefanía
- Image bit depth
- 0
- LC call number
- TA401-492
- Literary form
- non fiction
- http://library.link/vocab/relatedWorkOrContributorName
- SpringerLink
- Series statement
- Springer Theses, Recognizing Outstanding Ph.D. Research,
- http://library.link/vocab/subjectName
-
- Engineering design
- Building construction
- Materials
- Materials Science
- Structural Materials
- Building Materials
- Engineering Design
- Label
- On Shear Behavior of Structural Elements Made of Steel Fiber Reinforced Concrete, by Estefanía Cuenca, (electronic resource)
- Antecedent source
- mixed
- Carrier category
- online resource
- Carrier category code
- cr
- Carrier MARC source
- rdacarrier
- Color
- not applicable
- Content category
- text
- Content type code
- txt
- Content type MARC source
- rdacontent
- Contents
- Introduction and objectives -- Literature survey on shear in frc beams -- Experimental tests -- Shear database -- Conclusions and Recommendations
- Dimensions
- unknown
- Extent
- XX, 209 p. 150 illus., 28 illus. in color.
- File format
- multiple file formats
- Form of item
- electronic
- Isbn
- 9783319136868
- Level of compression
- uncompressed
- Media category
- computer
- Media MARC source
- rdamedia
- Media type code
- c
- Other control number
- 10.1007/978-3-319-13686-8
- Other physical details
- online resource.
- Quality assurance targets
- absent
- Reformatting quality
- access
- Specific material designation
- remote
- System control number
- (DE-He213)978-3-319-13686-8
- Label
- On Shear Behavior of Structural Elements Made of Steel Fiber Reinforced Concrete, by Estefanía Cuenca, (electronic resource)
- Antecedent source
- mixed
- Carrier category
- online resource
- Carrier category code
- cr
- Carrier MARC source
- rdacarrier
- Color
- not applicable
- Content category
- text
- Content type code
- txt
- Content type MARC source
- rdacontent
- Contents
- Introduction and objectives -- Literature survey on shear in frc beams -- Experimental tests -- Shear database -- Conclusions and Recommendations
- Dimensions
- unknown
- Extent
- XX, 209 p. 150 illus., 28 illus. in color.
- File format
- multiple file formats
- Form of item
- electronic
- Isbn
- 9783319136868
- Level of compression
- uncompressed
- Media category
- computer
- Media MARC source
- rdamedia
- Media type code
- c
- Other control number
- 10.1007/978-3-319-13686-8
- Other physical details
- online resource.
- Quality assurance targets
- absent
- Reformatting quality
- access
- Specific material designation
- remote
- System control number
- (DE-He213)978-3-319-13686-8
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<div class="citation" vocab="http://schema.org/"><i class="fa fa-external-link-square fa-fw"></i> Data from <span resource="http://link.bu.edu/portal/On-Shear-Behavior-of-Structural-Elements-Made-of/L3xCv4u26co/" typeof="Book http://bibfra.me/vocab/lite/Item"><span property="name http://bibfra.me/vocab/lite/label"><a href="http://link.bu.edu/portal/On-Shear-Behavior-of-Structural-Elements-Made-of/L3xCv4u26co/">On Shear Behavior of Structural Elements Made of Steel Fiber Reinforced Concrete, by Estefanía Cuenca, (electronic resource)</a></span> - <span property="potentialAction" typeOf="OrganizeAction"><span property="agent" typeof="LibrarySystem http://library.link/vocab/LibrarySystem" resource="http://link.bu.edu/"><span property="name http://bibfra.me/vocab/lite/label"><a property="url" href="http://link.bu.edu/">Boston University Libraries</a></span></span></span></span></div>
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<div class="citation" vocab="http://schema.org/"><i class="fa fa-external-link-square fa-fw"></i> Data from <span resource="http://link.bu.edu/portal/On-Shear-Behavior-of-Structural-Elements-Made-of/L3xCv4u26co/" typeof="Book http://bibfra.me/vocab/lite/Item"><span property="name http://bibfra.me/vocab/lite/label"><a href="http://link.bu.edu/portal/On-Shear-Behavior-of-Structural-Elements-Made-of/L3xCv4u26co/">On Shear Behavior of Structural Elements Made of Steel Fiber Reinforced Concrete, by Estefanía Cuenca, (electronic resource)</a></span> - <span property="potentialAction" typeOf="OrganizeAction"><span property="agent" typeof="LibrarySystem http://library.link/vocab/LibrarySystem" resource="http://link.bu.edu/"><span property="name http://bibfra.me/vocab/lite/label"><a property="url" href="http://link.bu.edu/">Boston University Libraries</a></span></span></span></span></div>