A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Static and fatigue tests on partially prestressed concrete constructions
Static failure tests in 1949 and 1951; load deflection diagram for fatigue test; conclusions based on fatigue tests and limited to concrete of 28-day cylinder or prism strength of 6000 psi and to modulus of rupture of 1000 psi, ascertained with well bonded, pretensioned or nontensioned wire.
Static and fatigue tests on partially prestressed concrete constructions
Static failure tests in 1949 and 1951; load deflection diagram for fatigue test; conclusions based on fatigue tests and limited to concrete of 28-day cylinder or prism strength of 6000 psi and to modulus of rupture of 1000 psi, ascertained with well bonded, pretensioned or nontensioned wire.
Static and fatigue tests on partially prestressed concrete constructions
Am Concrete Inst -- J
Abeles, P.W. (author)
1954
16 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Fatigue tests on partially prestressed concrete beams
| TIBKAT | 1984
Static and fatigue tests on prestressed concrete railway slabs
| Engineering Index Backfile | 1958
Tests of partially prestressed concrete girders
| Engineering Index Backfile | 1966
Tests of Partially Prestressed Concrete Girders
| UB Braunschweig | 1966
Tests of Large Partially Prestressed Concrete Girders
| Online Contents | 1995