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Interface Shear Behavior of UHPC
Second International Interactive Symposium on UHPC, 2019 To date, very little research has been conducted on the interface shear behavior of UHPC-class materials. The structural concrete research group at FHWA’s Turner-Fairbank Highway Research Center is currently developing an experimental program to evaluate the interface shear behavior of this class of materials.
Kevin Zmetra +2 more
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Advanced Engineering Materials, EarlyView.A numerical–experimental framework is developed for characterizing multi‐matrix fiber‐reinforced polymers (MM‐FRPs) combining epoxy and polyurethane matrices. Harmonic bending tests are integrated with finite element model updating (FEMU) to simultaneously identify elastic and viscoelastic material parameters.
Rodrigo M. Dartora +4 more
wiley +1 more source
Construction MaterialsThe depletion of natural aggregates and the rapid increase in construction and demolition waste have intensified the need for sustainable structural materials.
Mu’tasim Abdel-Jaber +4 more
doaj +1 more source
CivilEng, 2021 Anchorages of non-rectangular configuration, though not covered by current design codes, are often used in practice due to functional or architectural needs.
Boglárka Bokor, Akanshu Sharma
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Shear Behavior of Concrete Beams Reinforced with GFRP Shear Reinforcement [PDF]
International Journal of Polymer Science, 2015 This paper presents the shear capacities of concrete beams reinforced with glass fiber reinforced polymer (GFRP) plates as shear reinforcement. To examine the shear performance, we manufactured and tested a total of eight specimens. Test variables included the GFRP strip-width-to-spacing ratio and type of opening array.
Kim, Heecheul +3 more
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Advanced Engineering Materials, EarlyView.Thermomechanical fatigue tests of laser beam powder bed fusion (PBF‐LB) Inconel 718 show that the additively manufactured material reaches almost the lifetimes of conventionally‐rolled material under no‐dwell conditions. Introducing dwell times at the maximum temperature markedly reduces the lifetimes due to pronounced grain boundary sliding associated
Stefan Guth +6 more
wiley +1 more source
Shear Banding in Time-Dependent Flows of Complex Fluids [PDF]
, 2013 We explore theoretically the time-dependent rheological response of complex fluids to step stress, shear startup and strain ramp deformations. We study soft glassy materials and entangled polymeric materials above and below the glass transition using the
COOKE, ROBYN,LUCY
core
Effect of the axial force and material strength on the seismic behavior of the short shear walls [PDF]
مجله مدل سازی در مهندسی, 2017 With respect to the height to width ratio, the concrete shear walls are divided into two categories of cantilever and short shear walls. Cantilever shear walls with the aspect ratio greater than 2 demonstrate flexural behavior while short shear walls ...
Mohammad Ghanizadeh +2 more
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On Behavior of Granular Materials in Simple Shear
Soils and Foundations, 1980 ABSTRACT Simple shear deformation under vertical pressure of granular materials which consist of cohesionless rigid grains, is considered. Based on the mechanics of the relative motion of the grains or families of grains at the microlevel, and by considering the corresponding rate of frictional losses, a simple energy equation is obtained, on the ...
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Advanced Engineering Materials, EarlyView.A simplified thermoplastic pultrusion model is developed to predict thermal fields in glass fiber/polyethylene terephthalate (GF/PET) composites with reduced computational cost. By combining effective material homogenization, validation against literature data, and Gaussian‐process‐based optimization, the study reveals how heating limits, pulling speed,
Elder Soares +3 more
wiley +1 more source