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Stresses in end zones of cylindrical concrete shells
Experimental work with model concrete shells is described; shells were 9 ft long, 3 ft wide and 1/2 in. thick; 17 shells were tested to examine stresses near end traverse, and particularly in corner of shell; results are compared with those obtained analytically when disturbance from longitudinal straight edge is considered and when disturbance from curved end is also taken into account; latter analysis predicts much higher corner stresses than former.
Stresses in end zones of cylindrical concrete shells
Experimental work with model concrete shells is described; shells were 9 ft long, 3 ft wide and 1/2 in. thick; 17 shells were tested to examine stresses near end traverse, and particularly in corner of shell; results are compared with those obtained analytically when disturbance from longitudinal straight edge is considered and when disturbance from curved end is also taken into account; latter analysis predicts much higher corner stresses than former.
Stresses in end zones of cylindrical concrete shells
Structural Engr
Newman, W.M. (author) / Hall, A.S. (author)
Structural Engineer ; 46
1968
5 pages
Article (Journal)
English
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