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A platform for research: civil engineering, architecture and urbanism
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 (author) / Eligehausen, Rolf (author) / Universität Stuttgart (host institution)
1990
Miscellaneous
Electronic Resource
English
DDC:
624
Headed Studs in Concrete: State of the Art
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