Split‐disk testing of precast ultra‐high performance fiber‐reinforced concrete tubes
Abstract Ultra‐high performance fiber‐reinforced concrete (UHPFRC) has great potential for structural applications involving precast cylindrical shapes, including pipes, silos and stay‐in‐place forms for concrete columns. This study examines the performance of UHPFRC rings under internal pressure simulated using the split‐disk loading method, along ...
Mina Fakeh, Amir Fam
wiley +1 more source
Polyethylene Storage Tanks Strengthened Externally with Fiber-Reinforced Polymer Laminates. [PDF]
Hachem G, Raphael W, Faddoul R.
europepmc +1 more source
Abstract This study evaluates the seismic performance of elevated reinforced concrete (RC) water tanks in the Elbistan region following the February 6, 2023 Kahramanmaras–Elbistan earthquakes. Field investigations, visual damage surveys, non‐destructive testing (ultrasonic pulse velocity—UPV), concrete compressive strength measurements, peak ground ...
Mustafa Eken
wiley +1 more source
Strengthening of structurally deficient and partially damaged short square columns using GFRECC retrofit technique. [PDF]
Ruba P +2 more
europepmc +1 more source
Seismic evaluation of the southbound Stellenberg Interchange Bridge, B5593, in South Africa
Abstract This study presents a nonlinear finite element assessment of the seismic vulnerability of Bridge B5593, located in the south‐western region of South Africa. Previous evaluations identified a high likelihood of column failure; however, these were based on linear material models incapable of capturing damage evolution.
Wandie Olivier, Trevor Haas
wiley +1 more source
Strengthening hospital resilience to earthquakes: a public health review of seismic risk reduction programs in the Middle East. [PDF]
Almukhlifi Y +10 more
europepmc +1 more source
Kinematics‐based model for shear capacity assessment of unreinforced interior beam–column joints
Abstract This study presents a kinematics‐based model for assessing the shear strength of reinforced concrete interior beam–column joints without transverse reinforcement. The proposed framework is built on first principles—kinematics, equilibrium, and constitutive relations—and explicitly models discrete cracks by introducing kinematic parameters such
Daniele Arcuri +2 more
wiley +1 more source
Optimum Carbon Fiber Reinforced Polymer (CFRP) Design for Flexural Strengthening of Cantilever Concrete Walls Using Artificial Neural Networks. [PDF]
Bekdaş G +3 more
europepmc +1 more source
The challenges of GFRP RC beam design for limit states
Abstract Glass fiber reinforced polymer (GFRP) bars are used ever more frequently in concrete construction due to their non‐corrosive and anti‐magnetic properties. Their research over the past decades focused on fundamental questions, such as the design aspects of beams under flexural loads.
Szabolcs Szinvai, Tamás Kovács
wiley +1 more source
RETROFIT-LAT: A comprehensive dataset for energy efficiency investments in Latvia. [PDF]
Tzortzis ΑM +5 more
europepmc +1 more source

