Results 251 to 260 of about 116,225 (363)
Strip loading in steel fiber reinforced concrete: Experimental and theoretical investigation
Abstract Fiber reinforced concrete is becoming increasingly popular in engineering practice due to its high robustness, post‐cracking behavior, and crack control. For strip loading, as common, for example, in longitudinal joints of tunnel lining segments, the use of fiber reinforced concrete has the potential to reduce conventional reinforcement ...
Fabian Morger +2 more
wiley +1 more source
Dynamic Mechanical Properties and Damage Constitutive Model of Frozen-Thawed Basalt Fiber-Reinforced Concrete Under Wide Strain Rate Range. [PDF]
Liang W, Wang S, Lv X, Li Y.
europepmc +1 more source
Abstract The preservation of reinforced concrete masterpieces from the 20th century poses a complex challenge. These structures often combine architectural, historical, and technological value, which standard engineering codes and conservation practices are not fully equipped to address. The Erasmus+ REcube project responded to this gap by promoting an
Elisabetta Margiotta Nervi +2 more
wiley +1 more source
Experimental investigation on structural behavior of composite slabs with steel decking, fiber-reinforced concrete, and lightweight aggregate concrete layers. [PDF]
Huong KT, Bui LVH, Nguyen PT.
europepmc +1 more source
Strength and Behavior of Confined Steel Fiber Reinforced Concrete Columns
N. Ganesan, J. V. Ramana Murthy
openalex +1 more source
Discrete Element Simulation of the Fresh State Steel Fiber Reinforced Self-compacting Concrete
Amir Najari +3 more
openalex +2 more sources
Abstract Fiber reinforced polymer (FRP) wrapping technology is commonly used to enhance the compressive strength (CS) of reinforced concrete (RC) members. Accurate prediction of the compressive strength of FRP‐confined concrete columns is crucial for optimizing structural design and helps reduce the time and costs associated with physical testing ...
XuanRui Yu +5 more
wiley +1 more source
Uniaxial Mechanical Behavior and Constitutive Modeling of Early-Age Steel Fiber-Reinforced Concrete Under Variable-Temperature Curing Conditions. [PDF]
Xu Y +5 more
europepmc +1 more source
Abstract The previous seismic events indicated the vulnerability of old reinforced concrete (RC) structures against earthquakes due to the absence of seismic detailing and capacity design specifications in such buildings. In this context, beam‐column joints (BCJ) of the existing RC structures built before the 1970s have exhibited poor structural ...
Peyman Sabbahfar +3 more
wiley +1 more source

