Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Numerical analysis of headed studs embedded in large plain concrete blocks
Anchoring elements such as headed studs, expansion, grouted or undercut anchors are used for local transfer of loads into concrete members. Parameter study of the behavior of headed stud anchors with embedment depth h v= 130 mm and failing by pulling out a concrete cone, is performed through numerical analysis. Compression and tension strength, fracture energy and the head diameter are varied. Numerical analysis is performed using nonlocal microplane model and axisymmetric finite elements. Results of the analysis are compared with experimental results.
Numerical analysis of headed studs embedded in large plain concrete blocks
Anchoring elements such as headed studs, expansion, grouted or undercut anchors are used for local transfer of loads into concrete members. Parameter study of the behavior of headed stud anchors with embedment depth h v= 130 mm and failing by pulling out a concrete cone, is performed through numerical analysis. Compression and tension strength, fracture energy and the head diameter are varied. Numerical analysis is performed using nonlocal microplane model and axisymmetric finite elements. Results of the analysis are compared with experimental results.
Numerical analysis of headed studs embedded in large plain concrete blocks
Ozbolt, Josko (Autor:in) / Eligehausen, Rolf (Autor:in) / Universität Stuttgart (Gastgebende Institution)
1990
Sonstige
Elektronische Ressource
Englisch
DDC:
624
Headed Studs in Concrete: State of the Art
Online Contents | 2005
|Push-Out Tests on Headed Studs embedded in UHPC
British Library Conference Proceedings | 2004
|Discussion - Headed Studs in Concrete: State of the Art.
Online Contents | 2006
|Numerical investigations of headed studs with inclined shoulder
British Library Conference Proceedings | 2001
|