A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Fatigue tests on Lee-McCall prestressed concrete beams
After some millions of applications of very severe cyclic loading there was no sign of fatigue failure in either beams or anchorages; despite some tension cracking in concrete of beams, average ultimate load in static test was higher for beams which had been subjected to cyclic loading then for control beams which had not previously been loaded.
Fatigue tests on Lee-McCall prestressed concrete beams
After some millions of applications of very severe cyclic loading there was no sign of fatigue failure in either beams or anchorages; despite some tension cracking in concrete of beams, average ultimate load in static test was higher for beams which had been subjected to cyclic loading then for control beams which had not previously been loaded.
Fatigue tests on Lee-McCall prestressed concrete beams
Civ Eng (Lond)
Eastwood, W. (author) / Rao, R.M. (author)
Civil Engineering ; 52
1957
2 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Lee-McCall system of prestressed concrete
Engineering Index Backfile | 1950
Lee-McCall system of prestressed concrete
Engineering Index Backfile | 1950
Lee-McCall system of prestressed concrete
Engineering Index Backfile | 1950
Fatigue tests on partially prestressed concrete beams
| TIBKAT | 1984
Large-scale fatigue tests on prestressed concrete beams
| TIBKAT | 2021