Results 101 to 110 of about 758,737 (210)
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
Hybrid Flexural Strengthening Technique of Reinforced Concrete Beams Using Fe-SMA and CFRP Materials
This study proposes a hybrid flexural strengthening technique for reinforced concrete (RC) beams by combining the near-surface mounted (NSM) and externally bonded reinforcement (EBR) methods.
Mohammadsina Sharifi Ghalehnoei +3 more
doaj +1 more source
Compósito reforçado com fibra de vidro pré-tracionada: influência da protensão nas propriedades flexurais [PDF]
Dissertação (mestrado) - Universidade Federal de Santa Catarina, Centro de Ciências da Saúde. Programa de de Pós-Graduação em Odontologia.O objetivo deste estudo foi avaliar a influência da protensão nas propriedades flexurais de duas resinas compostas ...
Schlichting, Luís Henrique
core
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
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
Behavior of exterior beam‐column joint reinforced with shape memory alloy
Abstract Beam‐column joints are critical regions in moment‐resisting frames and are particularly susceptible to severe stress concentrations and reinforcement congestion. Conventional design typically relies on dense transverse reinforcement to improve joint performance, resulting in construction difficulties and reinforcement congestion.
Yemenashu Nigusse Mogess +3 more
wiley +1 more source
Flexural performance of FRP-strengthened concrete beams: A review
Performance of FRP-strengthened beams in flexure is critical most recently in the field of concrete structural engineering over possible improvements of strength, ductility, and durability of concrete structures. This paper critically reviews the recent
Tarteel Abdullah
doaj +2 more sources
Abstract Blast loads impose extreme, short‐duration pressures that can cause severe structural damage and compromise safety, a crucial aspect in critical infrastructure, including nuclear facilities. Whereas ultra‐high‐performance concrete (UHPC) offers superior blast resistance compared to conventional concrete (CC) and high‐performance concrete (HPC),
Mohamad Tarabin, Ousmane A. Hisseine
wiley +1 more source
Abstract Slab–column connections are vulnerable to punching shear, particularly when flexural cracking reduces the effective depth. This study proposes a sustainable dual‐strengthening system to enhance punching resistance and combined flexural–punching performance.
Ahmed Hamoda +3 more
wiley +1 more source
Analytical behaviour of FRP strengthened reinforced concrete beams under low velocity impact load incorporating rate dependant material constitutive models [PDF]
Includes bibliographical references.Since the 1980s, the use of fibre reinforced polymer (FRP) composites in strengthening and rehabilitation of existing reinforced and pre-stressed structures has gained popularity.
Ruiters, Alton
core +1 more source

