Numerical modelling of performance and failure criteria for surfacing seals by Gerber, Johan Andries Kritzinger

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Mechanical and structural characterisation of extrusion moulded SHCC by Visser, Christo Riaan

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Characterisation of high modulus asphalt (EME) mixes, focussing on flexural response and fatigue by Botes, Barend Hendrik

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Target reliability of concrete structures governed by serviceability limit state design by Van Nierop, Stacey C.

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A methodology for risk-based management of the remaining life of structures in vertical mine shafts through integrated structural inspection and maintenance

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Structure-property relationships in recycled agricultural netting by Lehabe, Karabo Petrus

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Service life extension of reinforced concrete structures using hydrophobic impregnation by Sohawon, Haris

“…Furthermore, the appearance of cracks can be considered as an inevitable phenomenon in the design life of reinforced concrete structures, due to concrete being an inherently cracked material. …”
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Thermo-chemo-mechanical modelling of hydropower structures affected by alkali silica reaction by Nyoni, Bukhosi Raphael

“…Thus, ASR can substantially reduce serviceability and compromise the safety of concrete structures. To ensure the safe operation of these ageing structures, a sound understanding of the material deterioration and effect of ASR on the structural performance of these structures has to be developed. …”
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Evaluation of the rheological properties of recovered seal binders by Lingenfelder, Tanya

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Characterising failure of structural materials using digital images by Conradie, Johannes Hendrik

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Mechanics and durability of surface treated structural foamed concrete by Van Rooyen, Algurnon Steve

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Fatigue Behaviour of CFRP Strengthened Reinforced Concrete Beams by James, Valontino Ruwhellon

“…Corrosion damage exacerbates fatigue related problems as chloride induced pitting corrosion facilitates the formation and gradual propagation of cracks under cyclic loading. A common rehabilitation and retrofitting approach that involves patch repairing and fibre reinforced polymer (FRP) strengthening has proven effective to not only restore structural capacity, but also to enhance infrastructure service life. …”
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Fracture in high performance fibre reinforced concrete pavement materials

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A structural design procedure for cement-treated layers in pavements

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Soil-structure interaction of horizontally loaded piled-raft foundations

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Response of composite and steel V-structures to localised air blast loading - Numerical and Experimental by Shekhar, Vinay

“…A series of blast experiments were performed on manufactured GFRP and steel V-structures. The GFRP V-structures were made using Vacuum Infusion (VI), using a 400 g m−2 woven E-glass and a Prime 20LV resin with a Low Viscosity (LV) slow hardener. …”
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Response of composite and steel V-structures to localised air blast loading - Numerical and Experimental by Shekhar, Vinay

“…A series of blast experiments were performed on manufactured GFRP and steel V-structures. The GFRP V-structures were made using Vacuum Infusion (VI), using a 400 g m−2 woven E-glass and a Prime 20LV resin with a Low Viscosity (LV) slow hardener. …”
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Response of composite and steel V-structures to localised air blast loading - Numerical and Experimental by Shekhar, Vinay

“…A series of blast experiments were performed on manufactured GFRP and steel V-structures. The GFRP V-structures were made using Vacuum Infusion (VI), using a 400 g m−2 woven E-glass and a Prime 20LV resin with a Low Viscosity (LV) slow hardener. …”
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Response of composite and steel V-structures to localised air blast loading - Numerical and Experimental by Shekhar, Vinay

“…A series of blast experiments were performed on manufactured GFRP and steel V-structures. The GFRP V-structures were made using Vacuum Infusion (VI), using a 400 g m−2 woven E-glass and a Prime 20LV resin with a Low Viscosity (LV) slow hardener. …”
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Response of composite and steel V-structures to localised air blast loading - Numerical and Experimental by Shekhar, Vinay

“…A series of blast experiments were performed on manufactured GFRP and steel V-structures. The GFRP V-structures were made using Vacuum Infusion (VI), using a 400 g m−2 woven E-glass and a Prime 20LV resin with a Low Viscosity (LV) slow hardener. …”
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