A review on experimental observation on structural performance of bamboo reinforced concrete beam. [PDF]
Bin Azuwa S.
europepmc +1 more source
Impact of half‐joint failures on RC girder bridges: A robustness quantification study
Abstract The robustness of bridge structures is critical to ensuring safety and service continuity, particularly in aging infrastructure exposed to degradation and unexpected loads. Reinforced concrete (RC) half‐joint bridges—widely built in Italy between the 1950s and 1970s—exhibit specific vulnerabilities due to inspection challenges, durability ...
Paolo Martinelli, Matteo Colombo
wiley +1 more source
Assessing the structural performance of a reinforced concrete beam: The effects of simulated rotation angle utilizing robot structural analysis software. [PDF]
Kajja M, Taifi N, Malaoui A, Bita H.
europepmc +1 more source
Calculation of reinforced Concrete Beams
openaire +1 more source
Shear capacity of reinforced concrete pile caps
Reinforced concrete pile caps may be considered to act either as deep beams, or analogous to a truss. When designed as a deep beam, there is currently a contradiction in the shear design between two UK structural engineering codes of practice – the ...
Cao, J., Xu, M., Bloodworth, A.G.
core
Incremental upper bound modeling of concrete failures in timber‐concrete notched connections
Abstract This paper introduces a novel theoretical framework for developing incremental upper bound solutions, which is applied to predict the response of two local concrete failures in timber‐concrete composite (TCC) decks with notched connections. The new approach enables a prediction of the capacity at the onset of failure as well as the entire post‐
Peter K. Rasmussen +3 more
wiley +1 more source
Maintenance of crack with infilling polymer modified mortar for shear deficient of reinforced concrete beam. [PDF]
Waqas RM +4 more
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
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
On the Susceptibility of Reinforced Concrete Beam and Rigid-Frame Bridges Subjected to Spatially Varying Mining-Induced Seismic Excitation. [PDF]
Boroń P +3 more
europepmc +1 more source

