CREEP EFFECTS IN SOME ARCH AND CANTILEVER BRIDGES
THE TECHNIQUES FOLLOWED AT THE LNEC, LISBON, FOR THE IN-SITU MEASUREMENT OF STRAINS AND STRESSES IN REINFORCED CONCRETE STRUCTURES ARE BRIEFLY DESCRIBED. THE RESULTS OF CREEP TESTS PERFORMED IN THREE BRIDGES ARE PRESENTED AND INTERPRETED. ATTENTION IS CALLED TO THE ADVANTAGES OF PERFORMING CREEP TESTS IN BRIDGES BY MEANS OF CONTROLLED GAUGES. /TRRL/
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Corporate Authors:
Intl Assoc Bridge & Struct Eng /Switz
/Design of Concrete Structures Symp
, United StatesIntl Assoc Bridge & Struct Eng /Switz
/Design of Concrete Structures Symp
, United States -
Authors:
- Borges, T F
- Marecos, J
- Trigo, T J
- Publication Date: 1970-10
Language
- English
Media Info
- Features: Figures; References; Tables;
- Pagination: p. 103-14
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Serial:
- Publication of: Intl Assoc Bridge & Struct Eng /Switz/
- Volume: 6
- Publisher: Intl Assoc Bridge & Struct Eng /Switz
Subject/Index Terms
- TRT Terms: Arch bridges; Cantilevers; Creep; Reinforced concrete bridges; Testing equipment
- Subject Areas: Bridges and other structures; Highways;
Filing Info
- Accession Number: 00208736
- Record Type: Publication
- Source Agency: Transport and Road Research Laboratory (TRRL)
- Files: TRIS
- Created Date: Jul 17 1972 12:00AM