- Standort
-
Deutsche Nationalbibliothek Frankfurt am Main
- ISSN
-
1436-736X
- Umfang
-
Online-Ressource
- Sprache
-
Englisch
- Anmerkungen
-
online resource.
- Erschienen in
-
Duration of load behaviour of a glued shear plate dowel joint ; volume:78 ; number:1 ; day:5 ; month:11 ; year:2019 ; pages:5-15 ; date:1.2020
Holz als Roh- und Werkstoff ; 78, Heft 1 (5.11.2019), 5-15, 1.2020
- Urheber
-
Larsson, Gustaf
Gustafsson, Per Johan
Serrano, Erik
Crocetti, Roberto
- Beteiligte Personen und Organisationen
-
SpringerLink (Online service)
- DOI
-
10.1007/s00107-019-01474-z
- URN
-
urn:nbn:de:101:1-2020042310000069582629
- Rechteinformation
-
Open Access; Der Zugriff auf das Objekt ist unbeschränkt möglich.
- Letzte Aktualisierung
-
14.08.2025, 11:01 MESZ
Datenpartner
Dieses Objekt wird bereitgestellt von:
Deutsche Nationalbibliothek. Bei Fragen zum Objekt wenden Sie sich bitte an den Datenpartner.
Deutsche Nationalbibliothek. Bei Fragen zum Objekt wenden Sie sich bitte an den Datenpartner.
Beteiligte
- Larsson, Gustaf
- Gustafsson, Per Johan
- Serrano, Erik
- Crocetti, Roberto
- SpringerLink (Online service)
Ähnliche Objekte (12)
Shear strength deterioration effect of rock mass joint surface under cyclic shear load
Influences of various parameters on shear stiffness of bolted joints subjected to shear load
Shear Load Transfer and Relaxation in Bolted Joints with Fractured Surfaces
Studies on the load‐carrying behaviour of steel‐to‐concrete joints with headed studs for normal and shear loads
Studies on the load‐carrying behaviour of steel‐to‐concrete joints with headed studs for normal and shear loads
Load bearing behaviour of grouted joints subjected to predominant bending
Load bearing behaviour of composite beams in low degrees of partial shear connection
Load bearing behaviour of composite beams in low degrees of partial shear connection
Coupled Hydro-Mechanical Behaviour of Rock Joints During Normal and Shear Loading
Using PFC2D to simulate the shear behaviour of joints in hard crystalline rock
Influence of rock bolt reinforcement on shear behaviour of a nonpersistent joint plane
Load Duration Distribution based on SCADA history
Shear strength deterioration effect of rock mass joint surface under cyclic shear load
Influences of various parameters on shear stiffness of bolted joints subjected to shear load
Shear Load Transfer and Relaxation in Bolted Joints with Fractured Surfaces
Studies on the load‐carrying behaviour of steel‐to‐concrete joints with headed studs for normal and shear loads
Studies on the load‐carrying behaviour of steel‐to‐concrete joints with headed studs for normal and shear loads
Load bearing behaviour of grouted joints subjected to predominant bending
Load bearing behaviour of composite beams in low degrees of partial shear connection
Load bearing behaviour of composite beams in low degrees of partial shear connection
Coupled Hydro-Mechanical Behaviour of Rock Joints During Normal and Shear Loading
Using PFC2D to simulate the shear behaviour of joints in hard crystalline rock
Influence of rock bolt reinforcement on shear behaviour of a nonpersistent joint plane
Load Duration Distribution based on SCADA history
Shear strength deterioration effect of rock mass joint surface under cyclic shear load
Influences of various parameters on shear stiffness of bolted joints subjected to shear load
Shear Load Transfer and Relaxation in Bolted Joints with Fractured Surfaces
Studies on the load‐carrying behaviour of steel‐to‐concrete joints with headed studs for normal and shear loads
Studies on the load‐carrying behaviour of steel‐to‐concrete joints with headed studs for normal and shear loads
Load bearing behaviour of grouted joints subjected to predominant bending
Load bearing behaviour of composite beams in low degrees of partial shear connection
Load bearing behaviour of composite beams in low degrees of partial shear connection
Coupled Hydro-Mechanical Behaviour of Rock Joints During Normal and Shear Loading
Using PFC2D to simulate the shear behaviour of joints in hard crystalline rock
Influence of rock bolt reinforcement on shear behaviour of a nonpersistent joint plane