Results 211 to 220 of about 116,225 (363)
Abstract The decisive reinforcement of thick concrete members is often determined by the minimum reinforcement for crack control due to restraint stresses. In contrast to the heuristic design model in Eurocode 2, a mechanically sound methodology is only provided if the deformation compatibility is considered.
Christina Krenn, Dirk Schlicke
wiley +1 more source
Investigation on Drying Shrinkage of Basalt Fiber-Reinforced Concrete with Coal Gangue Ceramsite as Coarse Aggregates. [PDF]
Liu S, Rong X, Wei S, Li D.
europepmc +1 more source
Spreading Conditions and Problem of Fiber Reinforced Concrete in Architectural Field
Haruhiko Suwada
openalex +2 more sources
Self-Compacting Concrete Reinforced with Twisted-Bundle Macro-Synthetic Fiber [PDF]
Estela Oliari Garcez +4 more
openalex +1 more source
Concrete in architecture: Redefining form, space, function, and insights from bibliometric analysis
Abstract Concrete has become a cornerstone in architectural and engineering innovation, as it seamlessly integrates structural performance with artistic expression. Its evolution from ancient opus caementicium to contemporary ultra‐high‐performance concrete illustrates its adaptability to the change in technological, environmental, and design paradigms.
Mouhcine Benaicha +2 more
wiley +1 more source
Overview of Torsion Tests on Fiber-Reinforced Concrete Beams. [PDF]
Domski J, Lehmann M, Sanok A, Tvrda K.
europepmc +1 more source
Abstract An analytical framework suited for the analysis of shear‐critical ultra‐high performance concrete (UHPC) members is presented. The numerical methodology utilizes a nonlinear finite element analysis formulation integrated with an artificial neural network (ANN) that characterizes the UHPC tension response based on its mix design. In addition, a
Amjad Diab, Anca Ferche
wiley +1 more source
Machine learning models for mechanical properties prediction of basalt fiber-reinforced concrete incorporating graphical user interface. [PDF]
Haque ME +5 more
europepmc +1 more source

