Effect of pond ash and steel fibre on mechanical behaviour of concrete
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Effect of pond ash and steel fibre on mechanical behaviour of concrete (Paperback) (2017)
~EN PB NWISBN: 9783330084315 bzw. 3330084316, vermutlich in Englisch, LAP Lambert Academic Publishing, Germany, Taschenbuch, neu.
Von Händler/Antiquariat, The Book Depository EURO [60485773], London, United Kingdom.
Language: English. Brand new Book. This is a work on the effect of pond ash-modified fibre-reinforced concrete. Pond ash and discrete steel fibres of length 50 mm and diameter 1 mm were used in testing. Significant engineering properties such as compressive strength, split tensile strength, flexural strength and elastic modulus of fibre-reinforced pond ash-modified concrete were determined. The pond ash content was varied as 0%, 10%, 20% and 30% by weight of cement and the steel fibre content was varied as 0%, 0.5%, 1% and 2% by volume of concrete. The above-mentioned tests were carried out for curing periods of 7 days, 14 days and 28 days. Elastic modulus of elasticity was calculated for a curing period of 28 days. Addition of steel fibre improved the split tensile strength and flexural strength of concrete when compared with plain concrete. The flexural behaviour of plain concrete beams and fibre-reinforced pond ash modified concrete beams was analysed. Laboratory scale beams were cast and tested under three-point bending system to study the yield load, ultimate load, first cracking load, failure modes, crack patterns, ductility index and flexural rigidity.
Language: English. Brand new Book. This is a work on the effect of pond ash-modified fibre-reinforced concrete. Pond ash and discrete steel fibres of length 50 mm and diameter 1 mm were used in testing. Significant engineering properties such as compressive strength, split tensile strength, flexural strength and elastic modulus of fibre-reinforced pond ash-modified concrete were determined. The pond ash content was varied as 0%, 10%, 20% and 30% by weight of cement and the steel fibre content was varied as 0%, 0.5%, 1% and 2% by volume of concrete. The above-mentioned tests were carried out for curing periods of 7 days, 14 days and 28 days. Elastic modulus of elasticity was calculated for a curing period of 28 days. Addition of steel fibre improved the split tensile strength and flexural strength of concrete when compared with plain concrete. The flexural behaviour of plain concrete beams and fibre-reinforced pond ash modified concrete beams was analysed. Laboratory scale beams were cast and tested under three-point bending system to study the yield load, ultimate load, first cracking load, failure modes, crack patterns, ductility index and flexural rigidity.
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Effect of pond ash and steel fibre on mechanical behaviour of concrete (2017)
~EN PB NWISBN: 9783330084315 bzw. 3330084316, vermutlich in Englisch, LAP Lambert Academic Publishing Jun 2017, Taschenbuch, neu.
Von Händler/Antiquariat, AHA-BUCH GmbH [51283250], Einbeck, Germany.
Neuware - This is a work on the effect of pond ash-modified fibre-reinforced concrete. Pond ash and discrete steel fibres of length 50 mm and diameter 1 mm were used in testing. Significant engineering properties such as compressive strength, split tensile strength, flexural strength and elastic modulus of fibre-reinforced pond ash-modified concrete were determined. The pond ash content was varied as 0%, 10%, 20% and 30% by weight of cement and the steel fibre content was varied as 0%, 0.5%, 1% and 2% by volume of concrete. The above-mentioned tests were carried out for curing periods of 7 days, 14 days and 28 days. Elastic modulus of elasticity was calculated for a curing period of 28 days. Addition of steel fibre improved the split tensile strength and flexural strength of concrete when compared with plain concrete. The flexural behaviour of plain concrete beams and fibre-reinforced pond ash modified concrete beams was analysed. Laboratory scale beams were cast and tested under three-point bending system to study the yield load, ultimate load, first cracking load, failure modes, crack patterns, ductility index and flexural rigidity. 124 pp. Englisch.
Neuware - This is a work on the effect of pond ash-modified fibre-reinforced concrete. Pond ash and discrete steel fibres of length 50 mm and diameter 1 mm were used in testing. Significant engineering properties such as compressive strength, split tensile strength, flexural strength and elastic modulus of fibre-reinforced pond ash-modified concrete were determined. The pond ash content was varied as 0%, 10%, 20% and 30% by weight of cement and the steel fibre content was varied as 0%, 0.5%, 1% and 2% by volume of concrete. The above-mentioned tests were carried out for curing periods of 7 days, 14 days and 28 days. Elastic modulus of elasticity was calculated for a curing period of 28 days. Addition of steel fibre improved the split tensile strength and flexural strength of concrete when compared with plain concrete. The flexural behaviour of plain concrete beams and fibre-reinforced pond ash modified concrete beams was analysed. Laboratory scale beams were cast and tested under three-point bending system to study the yield load, ultimate load, first cracking load, failure modes, crack patterns, ductility index and flexural rigidity. 124 pp. Englisch.
3
Symbolbild
Effect of pond ash and steel fibre on mechanical behaviour of concrete
EN PB NWISBN: 9783330084315 bzw. 3330084316, in Englisch, LAP Lambert Academic Publishing, Taschenbuch, neu.
This is a work on the effect of pond ash-modified fibre-reinforced concrete. Pond ash and discrete steel fibres of length 50 mm and diameter 1 mm were used in testing. Significant engineering properties such as compressive strength, split tensile strength, flexural strength and elastic modulus of fibre-reinforced pond ash-modified concrete were determined. The pond ash content was varied as 0%, 10%, 20% and 30% by weight of cement and the steel fibre content was varied as 0%, 0.5%, 1% and 2% by volume of concrete. The above-mentioned tests were carried out for curing periods of 7 days, 14 days and 28 days. Elastic modulus of elasticity was calculated for a curing period of 28 days. Addition of steel fibre improved the split tensile strength and flexural strength of concrete when compared with plain concrete. The flexural behaviour of plain concrete beams and fibre-reinforced pond ash modified concrete beams was analysed. Laboratory scale beams were cast and tested under three-point bending system to study the yield load, ultimate load, first cracking load, failure modes, crack patterns, ductility index and flexural rigidity.
4
Effect of pond ash and steel fibre on mechanical behaviour of concrete (2017)
~EN PB NWISBN: 9783330084315 bzw. 3330084316, vermutlich in Englisch, 124 Seiten, LAP Lambert Academic Publishing, Taschenbuch, neu.
Lieferung aus: Deutschland, Free shipping.
Von Händler/Antiquariat, Mein Buchshop, [4021159].
Neuware - This is a work on the effect of pond ash-modified fibre-reinforced concrete. Pond ash and discrete steel fibres of length 50 mm and diameter 1 mm were used in testing. Significant engineering properties such as compressive strength, split tensile strength, flexural strength and elastic modulus of fibre-reinforced pond ash-modified concrete were determined. The pond ash content was varied as 0%, 10%, 20% and 30% by weight of cement and the steel fibre content was varied as 0%, 0.5%, 1% and 2% by volume of concrete. The above-mentioned tests were carried out for curing periods of 7 days, 14 days and 28 days. Elastic modulus of elasticity was calculated for a curing period of 28 days. Addition of steel fibre improved the split tensile strength and flexural strength of concrete when compared with plain concrete. The flexural behaviour of plain concrete beams and fibre-reinforced pond ash modified concrete beams was analysed. Laboratory scale beams were cast and tested under three-point bending system to study the yield load, ultimate load, first cracking load, failure modes, crack patterns, ductility index and flexural rigidity. 03.06.2017, Taschenbuch, Neuware, 220x150x7 mm, 201g, 124, Internationaler Versand, PayPal, Offene Rechnung, Banküberweisung.
Von Händler/Antiquariat, Mein Buchshop, [4021159].
Neuware - This is a work on the effect of pond ash-modified fibre-reinforced concrete. Pond ash and discrete steel fibres of length 50 mm and diameter 1 mm were used in testing. Significant engineering properties such as compressive strength, split tensile strength, flexural strength and elastic modulus of fibre-reinforced pond ash-modified concrete were determined. The pond ash content was varied as 0%, 10%, 20% and 30% by weight of cement and the steel fibre content was varied as 0%, 0.5%, 1% and 2% by volume of concrete. The above-mentioned tests were carried out for curing periods of 7 days, 14 days and 28 days. Elastic modulus of elasticity was calculated for a curing period of 28 days. Addition of steel fibre improved the split tensile strength and flexural strength of concrete when compared with plain concrete. The flexural behaviour of plain concrete beams and fibre-reinforced pond ash modified concrete beams was analysed. Laboratory scale beams were cast and tested under three-point bending system to study the yield load, ultimate load, first cracking load, failure modes, crack patterns, ductility index and flexural rigidity. 03.06.2017, Taschenbuch, Neuware, 220x150x7 mm, 201g, 124, Internationaler Versand, PayPal, Offene Rechnung, Banküberweisung.
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Effect of pond ash and steel fibre on mechanical behaviour of concrete (2017)
EN PB USISBN: 9783330084315 bzw. 3330084316, in Englisch, 124 Seiten, LAP LAMBERT Academic Publishing, Taschenbuch, gebraucht.
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Von Händler/Antiquariat, New books from Germany.
LAP LAMBERT Academic Publishing, Paperback, Published: 2017-05-09T00:00:01Z, Product group: Book.
Von Händler/Antiquariat, New books from Germany.
LAP LAMBERT Academic Publishing, Paperback, Published: 2017-05-09T00:00:01Z, Product group: Book.
7
Effect of pond ash and steel fibre on mechanical behaviour of concrete (2017)
~EN NWISBN: 3330084316 bzw. 9783330084315, vermutlich in Englisch, LAP Lambert Academic Publishing, neu.
Von Händler/Antiquariat, MARZIES.de Buch- und Medienhandel, 14621 Schönwalde-Glien.
Kartoniert / Broschiert, neu, 2017-10-18.
Kartoniert / Broschiert, neu, 2017-10-18.
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