Evaluation of FRP-Reinforced Concrete Members without Shear Reinforcement - Analysis using Shear Crack Propagation Theory (SCPT)
- Standort
-
Deutsche Nationalbibliothek Frankfurt am Main
- Umfang
-
Online-Ressource
- Sprache
-
Englisch
- Anmerkungen
-
In: 10.5281/zenodo.8092111
- Ereignis
-
Veröffentlichung
- (wo)
-
Aachen
- (wer)
-
Universitätsbibliothek der RWTH Aachen
- (wann)
-
2023
- Urheber
-
Fattahi, Morvarid
Schmidt, Maximilian
Bosbach, Sven Christoph
Noël, Martin
Hegger, Josef
Claßen, Martin
- DOI
-
10.18154/RWTH-2024-02919
- URN
-
urn:nbn:de:101:1-2404270133432.146670507176
- Rechteinformation
-
Der Zugriff auf das Objekt ist unbeschränkt möglich.
- Letzte Aktualisierung
-
25.03.2025, 13:43 MEZ
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
- Fattahi, Morvarid
- Schmidt, Maximilian
- Bosbach, Sven Christoph
- Noël, Martin
- Hegger, Josef
- Claßen, Martin
- Universitätsbibliothek der RWTH Aachen
Entstanden
- 2023
Ähnliche Objekte (12)
Shear Capacity of Textile-Reinforced Concrete Slabs without Shear Reinforcement
Shear in reinforced concrete structures without shear reinforcement : analysis and design
Enhancing shear capacity of thin slabs with CFRP shear reinforcement : Experimental study
Shear fatigue of prestressed I‐beams with shear reinforcement
Shear in slabs with non-metallic reinforcement
Punching in shear-reinforced flat slabs and column bases
Shear and interface shear of semi‐precast slabs with lattice girders under monotonic loading
Shear strength models for reinforced and prestressed concrete members
Using System Reliability Concepts to Derive Partial Safety Factors for Punching Shear with Shear Reinforcement: An Explorative Analysis
Shear and interface shear fatigue of semi‐precast slabs with lattice girders under cyclic loading
One‐way flexural shear tests on wide reinforced concrete slab segments with simple and intermediate supports
Concrete fatigue of composite constructions with rib shear connectors
Shear Capacity of Textile-Reinforced Concrete Slabs without Shear Reinforcement
Shear in reinforced concrete structures without shear reinforcement : analysis and design
Enhancing shear capacity of thin slabs with CFRP shear reinforcement : Experimental study
Shear fatigue of prestressed I‐beams with shear reinforcement
Shear in slabs with non-metallic reinforcement
Punching in shear-reinforced flat slabs and column bases
Shear and interface shear of semi‐precast slabs with lattice girders under monotonic loading
Shear strength models for reinforced and prestressed concrete members
Using System Reliability Concepts to Derive Partial Safety Factors for Punching Shear with Shear Reinforcement: An Explorative Analysis
Shear and interface shear fatigue of semi‐precast slabs with lattice girders under cyclic loading
One‐way flexural shear tests on wide reinforced concrete slab segments with simple and intermediate supports
Concrete fatigue of composite constructions with rib shear connectors
Shear Capacity of Textile-Reinforced Concrete Slabs without Shear Reinforcement
Shear in reinforced concrete structures without shear reinforcement : analysis and design
Enhancing shear capacity of thin slabs with CFRP shear reinforcement : Experimental study
Shear fatigue of prestressed I‐beams with shear reinforcement
Shear in slabs with non-metallic reinforcement
Punching in shear-reinforced flat slabs and column bases
Shear and interface shear of semi‐precast slabs with lattice girders under monotonic loading
Shear strength models for reinforced and prestressed concrete members
Using System Reliability Concepts to Derive Partial Safety Factors for Punching Shear with Shear Reinforcement: An Explorative Analysis
Shear and interface shear fatigue of semi‐precast slabs with lattice girders under cyclic loading
One‐way flexural shear tests on wide reinforced concrete slab segments with simple and intermediate supports