Zobrazeno 1 - 10
of 56
pro vyhledávání: '"David Cleland"'
Expansive corrosion in steel reinforcement significantly reduces the design life and durability of concrete structures. Composite materials such as Glass Fibre Reinforced Polymer (GFRP) and Basalt Fibre Reinforced Polymer (BFRP) can provide a more du
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b46c3d8ac11a71c70b925b98e6138be7
https://doi.org/10.21203/rs.3.rs-2264455/v1
https://doi.org/10.21203/rs.3.rs-2264455/v1
Publikováno v:
Martin, A, Taylor, S, Robinson, D & Cleland, D 2019, ' Finite Element Modelling of FRP Strengthened Restrained Concrete Slabs ', Engineering Structures, vol. 187, pp. 101-119 . https://doi.org/10.1016/j.engstruct.2019.02.035
This paper considers the use of Nonlinear Finite Element Analysis (NLFEA) to predict the load capacity of a range of experimentally tested in-plane restrained reinforced concrete slabs which experienced internal arching effects under loading. The sla
Publikováno v:
Martin, A, Taylor, S, Robinson, D & Cleland, D 2019, ' Arching in Concrete Slabs Strengthened with Near Surface Mounted Fibre Reinforced Polymers ', Engineering Structures, vol. 184, pp. 257-277 . https://doi.org/10.1016/j.engstruct.2019.01.076
This paper outlines basalt fibre reinforced polymer (BFRP) and carbon fibre reinforced polymer (CFRP) strengthening of laterally restrained concrete floor slabs. In-plane restraint has previously been shown to enhance slab capacity due to the develop
Autor:
Paton., David Cleland
This thesis was scanned from the print manuscript for digital preservation and is copyright the author. Researchers can access this thesis by asking their local university, institution or public library to make a request on their behalf. Monash staff
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6da79acef643f4d1b51bbb75fb318705
Publikováno v:
Kwasny, J, Soutsos, M N, McIntosh, J A & Cleland, D J 2018, ' Comparison of the effect of mix proportion parameters on behaviour of geopolymer and Portland cement mortars ', Construction and Building Materials, vol. 187, pp. 635-651 . https://doi.org/10.1016/j.conbuildmat.2018.07.165
This work focuses on low-purity kaolin, widely accessible throughout the globe. Room temperature cured geopolymer mortars (GPMs) were formulated using an aluminosilicate precursor based on calcined lithomarge and potassium silicate activator. The eff
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e17d927585c74c0a6f15119b58ed5be0
https://pure.qub.ac.uk/en/publications/comparison-of-the-effect-of-mix-proportion-parameters-on-behaviour-of-geopolymer-and-portland-cement-mortars(d8957999-474d-4456-94b4-6aa281f91522).html
https://pure.qub.ac.uk/en/publications/comparison-of-the-effect-of-mix-proportion-parameters-on-behaviour-of-geopolymer-and-portland-cement-mortars(d8957999-474d-4456-94b4-6aa281f91522).html
Publikováno v:
Kwasny, J, Aiken, T A, Soutsos, M N, McIntosh, J A & Cleland, D J 2018, ' Sulfate and acid resistance of lithomarge-based geopolymer mortars ', Construction and Building Materials, vol. 166, pp. 537-553 . https://doi.org/10.1016/j.conbuildmat.2018.01.129
The resistance of room temperature cured geopolymer mortars (GPM) against chemical attacks, i.e. sodium and magnesium sulfate solutions, and sulfuric and hydrochloric acid solutions, was evaluated. GPMs were formulated using a lithomarge precursor (l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::291fbf31bd432431f81a3ee171f98642
https://pure.qub.ac.uk/en/publications/sulfate-and-acid-resistance-of-lithomargebased-geopolymer-mortars(57a83b36-e804-4294-ac41-839aedf5f046).html
https://pure.qub.ac.uk/en/publications/sulfate-and-acid-resistance-of-lithomargebased-geopolymer-mortars(57a83b36-e804-4294-ac41-839aedf5f046).html
Publikováno v:
Proceedings of the Institution of Civil Engineers - Bridge Engineering. 168:208-217
This paper discusses the beneficial influence of compressive membrane action in fibre reinforced polymer (FRP) reinforced in-plane restrained slabs in bridge deck slabs and the improved service performance when arching action occurs. Bridge deck slab
Publikováno v:
Engineering Structures
Engineering Structures, Elsevier, 2015, 96, pp.66--77. ⟨10.1016/j.engstruct.2015.04.004⟩
Engineering Structures, 2015, 96, pp.66--77. ⟨10.1016/j.engstruct.2015.04.004⟩
Engineering Structures, Elsevier, 2015, 96, pp.66--77. ⟨10.1016/j.engstruct.2015.04.004⟩
Engineering Structures, 2015, 96, pp.66--77. ⟨10.1016/j.engstruct.2015.04.004⟩
WOS:000356119300007; International audience; This paper presents an investigation of the residual structural response of corroded, deep, reinforced concrete (RC) beams. A three-point loading test was carried out on two corroded deep beams that had be
Autor:
Sreejith Nanukuttan, Jacek Kwasny, Marios Soutsos, A. McIntosh, S. E. M. Lawther, David Cleland
Publikováno v:
Advances in Applied Ceramics. 114:378-385
Geopolymer binders are generally formed by reacting powdered aluminosilicate precursors with alkali silicate activators. Most research to date has concentrated on using either pulverised fuel ash or high purity dehydroxylated kaolin (metakaolin) in a
Publikováno v:
Civil Engineering and Architecture. 2:57-71
This paper presents the numerical simulation of the ultimate behaviour of 85 one-way and two-way spanning laterally restrained concrete slabs of variable thickness, span, reinforcement ratio, strength and boundary conditions reported in literature by