Results 81 to 90 of about 2,019,086 (330)
Reinforced concrete beams strengthened in shear with NSM CFRP laminates : assessment of influencing parameters [PDF]
, 2013 To appraise the performance of the Near surface mounted (NSM) technique with carbon fiber reinforced polymer (CFRP) laminates for the shear strengthening of reinforced concrete (RC) beams having a certain percentage of existing steel stirrups, an ...
Barros, Joaquim A. O. +1 more
core
FRCM/internal transverse shear reinforcement interaction in shear strengthened RC beams
Composite Structures, 2018 Abstract This paper presents a study on the efficacy of a shear strengthening technique utilizing fabric reinforced cementitious matrix (FRCM) systems for beams with and without internal transverse shear reinforcement (ITSR) within the critical shear span (CSS). The paper focuses on the FRCM/ITSR interaction, experimentally and analytically.
Wakjira T.G., Ebead U.
openaire +3 more sources
Optimisation of shear strengthened reinforced concrete beams [PDF]
Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics, 2014 External prestressed carbon fibre reinforced polymer straps can be used to strengthen shear-deficient reinforced concrete structures. For an efficient shear retrofitting system, the optimum combinations of parameters such as the number of straps, strap locations, strap stiffness and initial strap prestress need to be identified.
Yapa, Hiran D, Lees, Janet M
openaire +1 more source
Advanced Functional Materials, EarlyView.Fibrous benzenetrispeptide (BTP) hydrogels, fabricated via strain‐promoted azide‐alkyne cycloaddition (SPAAC) crosslinking, form robust, bioinert networks. These hydrogels can support 3D cell culture, where cell viability and colony growth depend on the fiber content.
Ceren C. Pihlamagi +5 more
wiley +1 more source
International Journal of Concrete Structures and Materials, 2019 This paper presents a study on the shear behavior of reinforced concrete (RC) beams strengthened by jacketing the surfaces of the beams using ultra-high performance fiber reinforced concrete (UHPC).
Ashraf Awadh Bahraq +5 more
doaj +1 more source
High cycle fatigue of ARMCO iron severely deformed by ECAP [PDF]
, 2017 The high-cycle fatigue behavior of ARMCO iron severely deformed by Equal Channel Angular Pressing (ECAP) at room temperature through route Bc until 8 passes, with an average grain size of ~365 nm, was studied and compared with the same material in the ...
Cabrera Marrero, José M. +2 more
core +2 more sources
Advanced Functional Materials, EarlyView.An innovative medium entropy alloy (MEA) composite material was fabricated via micro laser powder bed fusion (μ‐LPBF) with appropriate nano‐ceramic particles doping and exhibited markedly improved overall performance, including synergistically enhanced strength and ductility, increased hardness and compressive strength, improved wear resistance and ...
Zhonglin Shen, Mingwang Fu
wiley +1 more source
Embedded through-section bars for the shear strengthening of RC beams [PDF]
, 2012 Embedded Through-Section (ETS) technique is a relatively recent shear strengthening strategy for reinforced concrete (RC) beams, and consists on opening holes across the beam thickness, with the desired inclinations, where bars are introduced and are
Barros, Joaquim A. O. +2 more
core
Frictional behavior of talc-calcite mixtures [PDF]
, 2015 Faults involving phyllosilicates appear weak when compared to the laboratory-derived strength of most crustal rocks. Among phyllosilicates, talc, with very low friction, is one of the weakest minerals involved in various tectonic settings.
Carpenter, B. M. +2 more
core +1 more source
Experimental Study on Shear Strengthening of RC Beams with an FRP Grid-PCM Reinforcement Layer
Applied Sciences, 2019 This paper investigates the shear strengthening effect of a number of reinforced concrete (RC) beams strengthened by a reinforcement layer which combines carbon fiber reinforced polymer (CFRP) grid and polymer cement mortar (PCM). A total of ten RC beams,
Rui Guo, Lianheng Cai, S. Hino, Bo Wang
semanticscholar +1 more source