Volumetric strain of concrete, under uniaxial compression, with reference to sustained loading and high grade concrete

By:

Clayton, N

Language: English Series: BRE Information Paper ; IP 15/02Publication details: London 2002Description: 6p diagrams, graphs, tables 30cmISBN:

1860815936

Subject(s):

BUILT ENVIRONMENT-BUILDING MATERIALS-CEMENTITIOUS, CONCRETE AND MINERAL BOUND MATERIALS-CONCRETE

LOC classification:

693.5 $2 18

Summary: Reports on the results of uniaxial compression tests carried out on concrete prisms of various grades. Volumetric strain was calculated by measuring axial and lateral strains. Applied stress at minimum volume was compared with the long-term strength of concrete under sustained loading. Results were also used to investigate the power curve for stress-strain relationships. Simple formulae for initial stiffness and Poisson's ratio were obtained.

Holdings ( 1 )
Title notes ( 1 )

Holdings
Item type	Current library	Call number	Copy number	Status	Barcode
Book	London BRE publications	ENQUIRY DESK (Browse shelf(Opens below))	1	Available	30070629

Browsing London shelves, Shelving location: BRE publications Close shelf browser (Hides shelf browser)

Previous								Next
Previous	ENQUIRY DESK European standards for wood preservatives and treated wood	ENQUIRY DESK Electronic tagging and wireless technologies an overview	ENQUIRY DESK Electronic tagging and wireless technologies application in the construction industry	ENQUIRY DESK Volumetric strain of concrete, under uniaxial compression, with reference to sustained loading and high grade concrete	ENQUIRY DESK Sustainability lessons from private finance and similar private initiatives	ENQUIRY DESK Background ventilators for dwellings	ENQUIRY DESK Foundations for low-rise building extensions	Next

Reports on the results of uniaxial compression tests carried out on concrete prisms of various grades. Volumetric strain was calculated by measuring axial and lateral strains. Applied stress at minimum volume was compared with the long-term strength of concrete under sustained loading. Results were also used to investigate the power curve for stress-strain relationships. Simple formulae for initial stiffness and Poisson's ratio were obtained.

Print
Cite
Send to device
Save record
BIBTEX Dublin Core MARCXML MARC (non-Unicode/MARC-8) MARC (Unicode/UTF-8) MARC (Unicode/UTF-8, Standard) MODS (XML) RIS ISBD
More searches

Search for this title in:
Other Libraries (WorldCat) Other Databases (Google Scholar) Open Library (openlibrary.org)