Results 161 to 170 of about 1,353,644 (282)

Side‐by‐side long‐term performance assessment of GFRP‐ and steel‐reinforced concrete bridge decks

Structural Concrete, EarlyView.
Abstract The corrosion‐induced deterioration of steel‐reinforced bridge decks is a service life concern, especially in cold regions, where the use of deicing chemicals is common. To address this issue, glass fiber‐reinforced polymer (GFRP) reinforcement has received growing attention, owing to the GFRP's resistance to conventional corrosion.
Shadi Azad, Dikshant Saini, Behrouz Shafei   +2 more
wiley   +1 more source

Structural behavior of reinforced concrete beams with longitudinal voids incorporating embedded steel tubes. [PDF]

Sci Rep
Fayed S, Ghalla M, Iskander Y, Bazuhair RW, Bin Mahfouz YM, Yehia SA.   +5 more
europepmc   +1 more source

Structural testing and analytical model of Reinforced Concrete (RC) prisms with 3D‐printed concrete permanent formwork under compressive loading

Structural Concrete, EarlyView.
Abstract The implementation of traditional steel reinforcement in 3D concrete printed structures is a major challenge. Although 3D‐printed structures may be used as formwork, the knowledge about their structural contribution is limited. This research aims to experimentally evaluate the structural performance of reinforced concrete prisms with 3D ...
Luis M. de la Flor Juncal, Allan Scott, Don Clucas, Giuseppe Loporcaro   +3 more
wiley   +1 more source

Structural performance assessment of high-strength concrete beams using terrestrial laser scanning and finite element analysis. [PDF]

Sci Rep
Sedawy AE, Shehata AG, Beshr AAA.
europepmc   +1 more source

A probabilistic framework for modeling chloride‐induced corrosion and related load‐deformation behaviour of reinforced concrete

Structural Concrete, EarlyView.
Abstract Chloride‐exposed reinforced‐concrete structures often suffer localized corrosion, so corrosion initiation time and average steel loss are poor indicators of structural performance. This paper presents a spatially resolved, proof‐of‐concept framework that couples diffusion‐based chloride ingress and initiation with a localized morphology model ...
Deniz Yilmaz, Karel Thoma, Ueli Angst
wiley   +1 more source

Advanced energy-based and two-degree-of-freedom analytical modeling of reinforced concrete slabs subjected to low-velocity impact and equivalent blast loading. [PDF]

Sci Rep
Al-Dala'ien RN, Al-Ezzi MJ, Syamsir A.
europepmc   +1 more source

Eco‐ductile design of RC columns: Resolving the conflict between embodied carbon and curvature ductility

Structural Concrete, EarlyView.
Abstract Reducing embodied carbon emissions in structural design is of critical importance in combating global climate change. However, the increased material usage and heavy confinement reinforcement required to meet high ductility demands in reinforced concrete columns directly conflict with environmental sustainability goals.
Mehmet Kevser Derdiman
wiley   +1 more source

Experimental and numerical investigation of the axial compressive behavior of GFRP-reinforced concrete walls under concentric and eccentric loading. [PDF]

Sci Rep
El-Sayed TA, Ibrahim MM, Shanour AS, Mohamed Fahmy YGE.   +3 more
europepmc   +1 more source

Quantifying the embodied‐carbon premium of RC transfer beams via automated design

Structural Concrete, EarlyView.
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

Investigating the flexural performance of reinforced concrete beams using eco-friendly geotextile and wire mesh reinforcements. [PDF]

Sci Rep
Hamed B, El-Din AAG, Salah S, El-Feky MS.   +3 more
europepmc   +1 more source