Zobrazeno 1 - 10
of 134
pro vyhledávání: '"Kenneth W. Neale"'
Publikováno v:
Materials
Volume 14
Issue 16
Materials, Vol 14, Iss 4362, p 4362 (2021)
Volume 14
Issue 16
Materials, Vol 14, Iss 4362, p 4362 (2021)
This paper presents an investigation of the bond mechanism between carbon fibre reinforced polymer (CFRP) laminates, concrete and steel in the near-surface mounted (NSM) CFRP-strengthened reinforced concrete (RC) beam-bond tests. The experimental pro
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::dac10c22c8054d3b4b051eb68f85640f
Publikováno v:
Engineering Structures. 137:145-161
The recent experimental results and proposed strut-and-tie model (STM) for deep beams reinforced entirely with glass-fiber-reinforced polymer (GFRP) bars have suggested that a comprehensive examination is required to improve the strut efficiency fact
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::82a4b815503fff9021a44fa8faa60eff
https://doi.org/10.1016/j.engstruct.2017.01.045
https://doi.org/10.1016/j.engstruct.2017.01.045
Publikováno v:
Advances in Structural Engineering. 19:1604-1619
The objective of this research work is to simulate the interfacial shear response of fibre-reinforced polymer/concrete joints using a micromechanics-based concrete approach. The M4 version of the microplane concrete theory is coded in FORTRAN and imp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1d07b5f449c05aa4b42345ebb17fef33
https://doi.org/10.1177/1369433216646016
https://doi.org/10.1177/1369433216646016
Publikováno v:
International Journal of Solids and Structures. 90:12-21
The large strain behavior of single-phase OFHC copper under different deformation processes are studied based on various polycrystal plasticity models including the classic Taylor-type model and various popular self-consistent models. The models are
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::777c91571b8f862a2145b0a725377d6a
https://doi.org/10.1016/j.ijsolstr.2016.04.015
https://doi.org/10.1016/j.ijsolstr.2016.04.015
Publikováno v:
International Journal of Mechanical Sciences. 92:70-79
The effect of the shear deformation and the superimposed hydrostatic pressure on the formability of magnesium alloy sheet is simulated in terms of the forming limit diagram (FLD). The model employed is the elastic viscoplastic self-consistent (EVPSC)
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4e0092ff1e1ef83c794937d328822109
Publikováno v:
Engineering Structures. 73:62-71
This study represents a new step in using the finite-element method (FEM) as a powerful tool to simulate the seismic behavior of shear walls reinforced with glass-fiber-reinforced polymer (GFRP) reinforcement, which were tested and demonstrated the m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1edb7e5f5bd28fe580e982da4a660fbb
https://doi.org/10.1016/j.engstruct.2014.04.050
https://doi.org/10.1016/j.engstruct.2014.04.050
Publikováno v:
Computers & Structures. 119:12-22
The embedded through-section (ETS) strengthening method is a promising technique recently developed to increase the shear strength of deficient reinforced concrete (RC) beams. The method uses an adhesive to bond fiber-reinforced polymer (FRP) bars em
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6c46808173354bdcdb16f6bce8f1cf68
https://doi.org/10.1016/j.compstruc.2012.12.016
https://doi.org/10.1016/j.compstruc.2012.12.016
Publikováno v:
Journal of Composites for Construction. 16:540-550
This paper presents results of an analytical and experimental investigation on RC T-beams retrofitted in shear with embedded through-section (ETS) fiber-reinforced polymer (FRP). The ETS FRP rod method is a promising method to increase the shear stre
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9f40ff137f088e03de2d3b3cb3e54d58
https://doi.org/10.1061/(asce)cc.1943-5614.0000292
https://doi.org/10.1061/(asce)cc.1943-5614.0000292
Publikováno v:
Applied Mathematical Modelling. 36:3883-3902
The main objective of this research project to develop a new type of hybrid glulam beam that will increase the performance of a timber structural element by combining it with ultra-high-performance concrete with short fibre reinforcement (UHPC-SFR).
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2bb791cfdb357d763ea79f8cc480b7d0
https://doi.org/10.1016/j.apm.2011.11.062
https://doi.org/10.1016/j.apm.2011.11.062
Publikováno v:
Construction and Building Materials. 32:90-98
A finite element model developed to identify the parameters that have the most influence on the behaviour of FRP shear-strengthened beams is presented. The parameters investigated are the amount of steel stirrups, the concrete compressive strength, t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4d3ff39eec732c780f4f4897bdac4bd0
https://doi.org/10.1016/j.conbuildmat.2010.11.110
https://doi.org/10.1016/j.conbuildmat.2010.11.110