%0 Conference Paper %1 plank_dry_2016 %A Plank, Markus %A Reineck, Karl-Heinz %A Sobek, Werner %B 4th International Symposium on Ultra High Performance Concrete and High Performance Materials, HiPerMat4, March 9-11, 2016, Kassel %C Kassel %D 2016 %I Kassel University Press %K imported sobek %T Dry joints between precast elements made of UHPFRC - Experimental investigation on their load-bearing capacity under static loading %X Elements made of ultra-high performance fibre reinforced concrete (UHPFRC) are generally precast. One way to realize a continuous connection between two precast elements is to tension them together with a dry joint between them. The aim of the experimental investigation was to determine the influence of the joint geometry on the load-bearing capacity of dry joints when subjected to static loading. For this purpose shear-compression teste were carried out on 48 prismatic test specimens (600/150/75 mm). The test specimens featured a joint whereby the geometry and the angle of the joints varied. In addition, compression tests were carried out on 5 prismatic test specimens (600/150/75 mm) without joint. The results of the shear-compression tests are presented for each joint geometry in a shear-compression diagram that illustrates the load-bearing capacity of the respective dry joint.

@inproceedings{plank_dry_2016, abstract = {Elements made of ultra-high performance fibre reinforced concrete (UHPFRC) are generally precast. One way to realize a continuous connection between two precast elements is to tension them together with a dry joint between them. The aim of the experimental investigation was to determine the influence of the joint geometry on the load-bearing capacity of dry joints when subjected to static loading. For this purpose shear-compression teste were carried out on 48 prismatic test specimens (600/150/75 mm). The test specimens featured a joint whereby the geometry and the angle of the joints varied. In addition, compression tests were carried out on 5 prismatic test specimens (600/150/75 mm) without joint. The results of the shear-compression tests are presented for each joint geometry in a shear-compression diagram that illustrates the load-bearing capacity of the respective dry joint.}, added-at = {2023-11-27T15:10:57.000+0100}, address = {Kassel}, author = {Plank, Markus and Reineck, Karl-Heinz and Sobek, Werner}, biburl = {https://puma.ub.uni-stuttgart.de/bibtex/21f9290fc80fe30da350aee0aaa3f50d8/jmueller}, booktitle = {4th {International} {Symposium} on {Ultra} {High} {Performance} {Concrete} and {High} {Performance} {Materials}, {HiPerMat4}, {March} 9-11, 2016, {Kassel}}, interhash = {5a1ffbff28d1e1b9e5b7ca7412994bce}, intrahash = {1f9290fc80fe30da350aee0aaa3f50d8}, keywords = {imported sobek}, publisher = {Kassel University Press}, timestamp = {2023-11-27T15:10:57.000+0100}, title = {Dry joints between precast elements made of {UHPFRC} - {Experimental} investigation on their load-bearing capacity under static loading}, year = 2016 }