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Strength and Behaviour of High Strength Concrete Load Bearing Walls
The investigation of high strength concrete walls is relatively new around the world. Previous studies have focused on the behaviour and strength of normal strength concrete walls and as such current methods are not intended for high strength concrete. Also these methods do not recognise the increased strength acquired from walls supported on four sides. Therefore an extensive research program is required.
To date, preliminary research has been undertaken on high strength wall panels from which it was deduced that current code methods predicting axial strength of walls are not applicable. Modified methods are required for walls made of high strength concrete and walls incorporating with side restraints. In this research the high strength concrete walls with various support conditions are being examined. The walls have moderate slenderness ratios (height to thickness ratio less than 40), which occur regularly in practice.
The project has been supported by three internal university grants that have been utilised to set up the important testing rig (see Fig. 3 - Large Scale test-rig Facility), acquire the necessary testing equipment and deploy research staff. The extensive experimental program is in progress with results and recommendations being published in journal publication and conference proceedings.
Shear behaviour of high strength concrete beams with polymer fibres
The use of steel fibres in both normal and high strength concrete beams has been researched extensively for the past few decades. Another fibre type that is slowly gaining acceptance in the concrete industry is the polypropylene fibre. This fibre obviously has different properties than the steel fibre but has the distinct advantage of being lighter. Research on concrete beams with polypropylene fibres is almost non-existent and it is the aim here to investigate their impact further. In particular the effect of
Strength and Behaviour of High Strength Concrete Load Bearing Walls
The investigation of high strength concrete walls is relatively new around the world. Previous studies have focused on the behaviour and strength of normal strength concrete walls and as such current methods are not intended for high strength concrete. Also these methods do not recognise the increased strength acquired from walls supported on four sides. Therefore an extensive research program is required.
To date, preliminary research has been undertaken on high strength wall panels from which it was deduced that current code methods predicting axial strength of walls are not applicable. Modified methods are required for walls made of high strength concrete and walls incorporating with side restraints. In this research the high strength concrete walls with various support conditions are being examined. The walls have moderate slenderness ratios (height to thickness ratio less than 40), which occur regularly in practice.
The project has been supported by three internal university grants that have been utilised to set up the important testing rig (see Fig. 3 - Large Scale test-rig Facility), acquire the necessary testing equipment and deploy research staff. The extensive experimental program is in progress with results and recommendations being published in journal publication and conference proceedings.
Shear behaviour of high strength concrete beams with polymer fibres
The use of steel fibres in both normal and high strength concrete beams has been researched extensively for the past few decades. Another fibre type that is slowly gaining acceptance in the concrete industry is the polypropylene fibre. This fibre obviously has different properties than the steel fibre but has the distinct advantage of being lighter. Research on concrete beams with polypropylene fibres is almost non-existent and it is the aim here to investigate their impact further. In particular the effect of
Strength and Behaviour of High Strength Concrete Load Bearing Walls
The investigation of high strength concrete walls is relatively new around the world. Previous studies have focused on the behaviour and strength of normal strength concrete walls and as such current methods are not intended for high strength concrete. Also these methods do not recognise the increased strength acquired from walls supported on four sides. Therefore an extensive research program is required.
To date, preliminary research has been undertaken on high strength wall panels from which it was deduced that current code methods predicting axial strength of walls are not applicable. Modified methods are required for walls made of high strength concrete and walls incorporating with side restraints. In this research the high strength concrete walls with various support conditions are being examined. The walls have moderate slenderness ratios (height to thickness ratio less than 40), which occur regularly in practice.
The project has been supported by three internal university grants that have been utilised to set up the important testing rig (see Fig. 3 - Large Scale test-rig Facility), acquire the necessary testing equipment and deploy research staff. The extensive experimental program is in progress with results and recommendations being published in journal publication and conference proceedings.
Shear behaviour of high strength concrete beams with polymer fibres
The use of steel fibres in both normal and high strength concrete beams has been researched extensively for the past few decades. Another fibre type that is slowly gaining acceptance in the concrete industry is the polypropylene fibre. This fibre obviously has different properties than the steel fibre but has the distinct advantage of being lighter. Research on concrete beams with polypropylene fibres is almost non-existent and it is the aim here to investigate their impact further. In particular the effect of
مقاله Strength and behavior of high Strength concret Lead Bearing Walls
