Department of Civil Engineering & Trades
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The suitability of vegetable fibres for the reinforcement of concrete
(Technological University of the Shannon: Midlands Midwest, 2023)The use of vegetable fibres as a sustainable alternative to non-natural fibres for reinforcing concrete was investigated in this research. For plant-based fibres, previous studies have identified issues such as the ... -
Experimental study on tensile characteristics of layered carbonaceous slate subject to water-rock interaction and weathering.
(MDPI, 2023-01-03)The transverse isotropy of rock masses formed by sedimentation is a common stratum environment in engineering, and the physical–mechanical properties can degrade due to water–rock interaction (WRI) and natural weathering, ... -
Suitability of surface-treated flax and hemp fibers for concrete reinforcement
(MDPI, 2022-11-17)The use of vegetable fibres as a sustainable alternative to non-natural sources of fibres applied for concrete reinforcement has been studied for over three decades. The main issues about plant-based fibres pointed out ... -
Development of the large-tonnage pressure-type prestressed anchor cable with BFRP for geotechnical engineering and its mechanical properties
(Wiley/Hindawi, 2022)Prestressed anchor cable is widely used in geotechnical engineering to control the displacement or landslide of an unstable slope. However, the traditional cable anchor is made of steel material, which is easy to get rust ... -
The effect of calcination conditions on oat husk ash pozzolanic activity
(Elsevier, 2022-04-01)Supplementary cementitious materials (SCMs) are known and used to reduce cement consumption, but some waste sources currently used for partial cement replacement are threatened by changing industrial production processes ... -
Oat husk ashes as supplementary cementitious material
(Technological University of the Shannon Midlands Midwest, 2022)Supplementary cementitious materials (SCMs) are recognized and utilized to minimize cement use; however, several waste sources now employed for partial cement replacement are under threat for changes in industrial production ... -
Influence analysis of persistent joint on single-hold blasting damage of rock mass.
(JESTR, 2020-05)It is difficult to be measure and analyze the blasting damage of rock masses containing persistent joint. A field test was conducted to determine the distribution range of blasting damage zone in intact rock mass for ... -
Suitability of selected natural fibres for concrete performance improvement.
(2020)The addition of fibres to reinforce concrete (FRC) is required when concrete structures may be submitted to other types of stresses beyond the compressive. Post-crack tensile strength, resistance to abrasion and additional ... -
A parametric study of pedestrian vertical force models for dynamic analysis of footbridges.
(2011-10)Footbridge vibration has received much attention in recent years. However, stochastic models for crowd loading are not common, and estimation of crowd-induced vibration is typically done through enhancement factors applied ... -
Development of a reusable learning object for use in teaching structural engineering.
(AIT, 2013)Reusable learning objects may be considered to be pre-developed digital learning activities that may be integrated into lessons, modules, and courses. Their advantages include their flexibility of content, their accessibility ... -
Measurement of time-dependent colour variation in concrete.
(BCRI, 2012-09)The phenomenon of colour variation in finished concrete has become a contentious issue in recent years as engineers and designers strive, not only for blemish free finishes, but crisp “white” concretes with uniformity ... -
The effect of clusters within crowds of pedestrians on the vertical response of a flexible footbridge.
(BCRI, 2012-09)The issue of excessive vibrations of footbridges due to the passage of pedestrians has been well documented in the past decade. Despite this there still remains great uncertainty as to how to predict the acceleration ... -
Nonlinear finite element of FRP reinforced concrete structures.
(BCRI, 2012-09)reinforcement is a non-corrosive alternative to steel and is gaining popularity for use in reinforced concrete structures exposed to corrosive environments. A major difference between the two reinforcing materials is their ... -
Characteristic vertical response of a footbridge due to crowd loading.
(EuroDyn, 2011-07)The characteristic vertical vibration of a flexible footbridge subject to crowd loading is examined in this paper. Typically, bridge vibrations produced from a crowd of pedestrians are estimated by using an enhancement ... -
Characterisation of natural fibres for enhancement of concrete properties.
(OJS/PKP, 2019-06)The use of fibres as reinforcement of composites is widely applicable for mechanical, materials and construction sectors. For instance, most of those fibres are not produced from renewable sources or by ecological procedures ... -
The impact of footwear on ground reaction forces and gait characteristics of walking pedestrians.
(SECED, 2019-09)Vibration serviceability of lightweight and long-span structures is an area of research, which is attracting increasing attention in recent years. A common source of dynamic excitation in such structures is the interaction ... -
Design, construction and dynamic analysis of a laboratory-scale FRP composite footbridge.
(Technische Universität Berlin, 2017-09)Pedestrian loading on flexible structures such as footbridges, grandstands and lightweight floors is an area, which is receiving significant attention from the research community of late. Of particular interest is ... -
Variations in vertical loading from walking due to surface vibration.
(Hemming Information Services, 2014-07)Walking trials have been carried out on rigid and flexible walkways mounted with a force plate in order to determine how vertical pedestrian loading is influence by these two walking platforms. This paper presents the ... -
Use of natural fibres to enhance tensile strength of concrete.
(ICBBM, 2017-06)This paper discusses the influence of natural fibres on density, compressive strength and flexural strength of fibre reinforced concrete specimens. Coir fibre extracted from coconut husk was added to high strength concrete ... -
The influence of spatial parameters on pedestrian lateral loading.
(BCRI, 2012-09)Dynamic loading from pedestrians walking on flexible structures such as footbridges is the subject of much research at present. The interest is stimulated by several notable instances of uncomfortable perceptible vibrations ...
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