Results 71 to 80 of about 7,109 (205)
Exploring the potential of Textile Reinforced Concrete for corrosion‐insensitive retaining walls
Structural Concrete, EarlyView.Abstract In a context where durability concerns, particularly the corrosion of steel reinforcement, remain a critical challenge for conventional reinforced concrete structures under severe exposure, Textile Reinforced Concrete (TRC) is emerging as a promising alternative.
J. Devènes +3 more
wiley +1 more source
Using Carbon Fibre Reinforced Polymer Strips for Recuperation of Originally Fissured Concrete Beams
Pakistan Journal of Engineering & Technology, 2019 Carbon fiber reinforced polymer (CFRP) strips are widely used all over the globe as a repair and strengthening material for concrete elements. This paper looks at comparison of numerous methods to rehabilitate concrete beams with the use of CFRP sheet ...
Ali Ajwad +4 more
doaj
On the axial crush performance of PVC foam-filled aluminum/CFRP hybrid circular tube
Sakarya Üniversitesi Fen Bilimleri Enstitüsü Dergisi, 2019 In this study, anexperimental investigation was carried out to improve the energy absorptioncapability of the circular aluminum tubes. For this purpose, different specimenconfigurations such as PVC foam-filled, empty hybrid (strengthened with CFRP)and ...
Kenan Genel, Muhammet Muaz Yalçın
doaj +1 more source
Rotation capacity of continuous reinforced concrete slab strips revisited
Structural Concrete, EarlyView.Abstract Rotation capacity is a key characteristic of statically indeterminate reinforced concrete structures, as it (i) enables bending moment redistributions, whether intentionally introduced through optimized reinforcement layouts or arising from unforeseen self‐equilibrated stress states, and (ii) promotes large rotations at failure load, thereby ...
Nathalie Reckinger +2 more
wiley +1 more source
Heat Transfer Characteristics for Practical Hydrogen Pressure Vessels Being Filled at High Pressure
Journal of Thermal Science and Technology, 2008 Experiments have been conducted to measure the rise in temperature of hydrogen and vessel wall during filling of commercially available, practical tanks to 35 and 70 MPa. Three test vessels with volumes 205, 130 and 39 liters are investigated.
Peter L. WOODFIELD +2 more
doaj +1 more source
The challenges of GFRP RC beam design for limit states
Structural Concrete, EarlyView.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
BioResources, 2023 The creep behavior of fiber-reinforced polymer (FRP) reinforced larch laminar timber was studied with respect to temperature and humidity fluctuations.
In-Hwan Lee, Yo-Jin Song, Soon Il Hong
doaj
Structural Concrete, EarlyView.Abstract In this study, the structural behavior of small square steel tube‐reinforced self‐compacting concrete (SSTR‐SCC) columns is investigated under symmetric and asymmetric biaxial eccentric loads. Twelve specimens were cast and tested under biaxial eccentric loads.
Muhammad Naveed +2 more
wiley +1 more source
Experimental and numerical investigation on the flexural response of GFRP‐reinforced SFRC beams
Structural Concrete, EarlyView.Abstract In order to address the challenges related to the deformability and ductility of concrete beams reinforced with fiber reinforced polymer (FRP) bars, an alternative solution involving steel fiber reinforced concrete (SFRC) has been proposed. In the present study, a total of seven beams—including one steel‐reinforced reference beam and six glass
İsmet Vapur +2 more
wiley +1 more source
Infrared Thermographic Assessment of Fatigue Behavior in Bolted Composite Joints
Fatigue &Fracture of Engineering Materials &Structures, EarlyView.ABSTRACT This study investigates the temperature evolution of bolted thick glass fiber reinforced polymer composites during fatigue testing. Three different adherend thicknesses (8, 10, and 12 mm) and three different bolt tightening torques (30, 40, and 50 N·$$ \cdotp $$m were considered to evaluate the effects of adherend thickness and bolt tightening
Tolga Topkaya +2 more
wiley +1 more source