Abstract
Results of five tests are evaluated indicating the behavior of lap splices under loading. The results show that lap splices may be designed from all rods in one section, even from rods having 28 mm diameter.
| Translated title of the contribution | Lap Splices of Ribbed Rods under Tensile Stresses in Standard Concrete. |
|---|---|
| Original language | English |
| Pages (from-to) | 5-55 |
| Number of pages | 51 |
| Journal | Deutscher Ausschuss fuer Stahlbeton |
| Issue number | 319 |
| State | Published - 1981 |
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