A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Report on tests with four types of high grade steel with minimum yield point of 4000 kg per sq cm, applying static and dynamic loads; failure of most beams was caused by slip of bar ends; test results are shown in charts and tables. (In Swedish with brief English abstract.)
Report on tests with four types of high grade steel with minimum yield point of 4000 kg per sq cm, applying static and dynamic loads; failure of most beams was caused by slip of bar ends; test results are shown in charts and tables. (In Swedish with brief English abstract.)
High grade steel as reinforcement in concrete beams anchorage, jointed bars, crack formation
Hogvardigt stal som armering i betong balker forankring, skarvning, sprickbildning
Orbom, B. (author)
Betong ; 33
1948
47 pages
Article (Journal)
Swedish
© Metadata Copyright Elsevier B. V. All rights reserved.
Anchorage of Ribbed Bars in High Strength Concrete Beams
| British Library Conference Proceedings | 2000
High grade steel as reinforcement in concrete beams
| Engineering Index Backfile | 1948
Anchorage of steel bars in concrete by geopolymer paste
| British Library Online Contents | 2011
Design of anchorage-zone reinforcement in prestressed concrete beams
| Engineering Index Backfile | 1967
Use of headed bars as anchorage to reinforcement
British Library Online Contents | 2013