Skip to main content
OSTI.GOVU.S. Department of Energy Office of Scientific and Technical Information
U.S. Department of Energy
Office of Scientific and Technical Information
 

BEHAVIOR OF END SLABS IN CYLINDRICAL PRESTRESSED CONCRETE PRESSURE VESSELS.

Journal Article · · pp H3/4.1-40 of Structural Mechanics in Reactor Technology. Vol. 3, Pt. H. /Jaeger, Thomas A. (comp). Luxemburg Commission of the European Communities (1971).
OSTI ID:4749054
;
Research Organization:
Taylor Woodrow Construction Ltd., Southall, Eng.
NSA Number:
NSA-25-056986
OSTI ID:
4749054
Journal Information:
pp H3/4.1-40 of Structural Mechanics in Reactor Technology. Vol. 3, Pt. H. /Jaeger, Thomas A. (comp). Luxemburg Commission of the European Communities (1971)., Journal Name: pp H3/4.1-40 of Structural Mechanics in Reactor Technology. Vol. 3, Pt. H. /Jaeger, Thomas A. (comp). Luxemburg Commission of the European Communities (1971).
Country of Publication:
Country unknown/Code not available
Language:
English

Similar Records

PRESSURE TESTS ON END SLABS FOR PRESTRESSED CONCRETE PRESSURE VESSELS.
Journal Article · Sat Dec 31 23:00:00 EST 1966 · Nucl. Eng. Design, 6: 345-59(1967). · OSTI ID:4565360
ULTIMATE PRESSURE ANALYSIS OF DEEP END SLABS FOR PRESTRESSED CONCRETE PRESSURE VESSELS.
Journal Article · Wed Dec 31 23:00:00 EST 1969 · Nucl. Eng. Design 12: 69-79(May 1970). · OSTI ID:4125707
SHEAR FAILURES IN END SLABS OF PRESTRESSED CONCRETE PRESSURE VESSELS.
Technical Report · Fri Oct 30 23:00:00 EST 1970 · OSTI ID:4127077

Related Subjects

CYLINDERS
FAILURES
N38100* --Power Reactor Development
PRESSURE VESSELS
PRESSURE VESSELS/end slabs for reactor prestressed concrete
overload and ultimate load behavior of
(E/T)
PRESTRESSED CONCRETE
REACTORS
REACTORS/pressure vessels for
overload and ultimate load behavior of end slabs of prestressed concrete
(E/T)
STRESSES