Mechanical Properties of Hybrid Fiber-Recycled Concrete and Flexural Performance of Its BFRP-Reinforced Beams. [PDF]
Xu B, Wu P, Zhu J, Li X, Fan X.
europepmc +1 more source
Experimental assessment of column rectangularity in flat‐slab slab–column connections
Abstract This paper presents an experimental investigation of the punching shear behavior of seven 3.00 m × 3.00 m × 0.20 m flat slabs without shear reinforcement, supported by internal rectangular columns. The column side lengths were varied to obtain aspect ratios, cmax/cmin, from 1.67 to 4.00, while the flexural reinforcement and overall slab ...
Liana de Lucca Jardim Borges +5 more
wiley +1 more source
Experimental Investigations on the Flexural Responses of Reinforced Rubberized Concrete Beams with High Rubber Contents and Longitudinal Reinforcement Ratios. [PDF]
Mihai P +5 more
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Abstract On February 6, 2023, southeastern Türkiye was struck by two catastrophic earthquakes (Mw: 7.7 and Mw: 7.6) along the East Anatolian Fault Zone, causing extensive structural failures and significant loss of life. This study evaluates the seismotectonic characteristics of the sequence, analyzes strong ground motion data against the Turkish ...
Saruhan Kartal +2 more
wiley +1 more source
Experimental and numerical investigation of rubberized concrete beam-column joints subjected to monotonic loading. [PDF]
Salman WA +4 more
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Abstract The increasing use of recycled aggregate concrete (RAC) offers significant environmental benefits by reducing construction and demolition waste; however, its fracture performance and damage evolution under elevated temperatures remain insufficiently understood, particularly when recycled aggregates are derived from metakaolin modified parent ...
Zubair Yousuf, Viktor Hlavička
wiley +1 more source
Flexural Capacity Calculation Method for Pre-Damaged RC Beam-Column Joints Strengthened with High-Strength Steel Strand Mesh-Reinforced ECC. [PDF]
Liu S +6 more
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Quantifying the embodied‐carbon premium of RC transfer beams via automated design
Abstract Transfer structures in reinforced concrete (RC) buildings enable architectural flexibility but often increase material use and embodied carbon. This study introduces an automated framework to quantify the embodied‐carbon premium associated with such systems. For each parametric configuration, two equivalent RC frames—one regular and one with a
Enrico Pinelli, David M. Ruggiero
wiley +1 more source
Finite Element Analysis of the Flexural Performance of ECC-Concrete Composite Beams Reinforced with GFRP-Steel Composite Bars. [PDF]
Ling Y +6 more
europepmc +1 more source

