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| | **<fs large>[[fabwiki:research:canada:delijani|BACK TO MAIN TOC]]</fs>** |
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| | ====== List of Symbols ====== |
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| | <fs medium>//The following symbols are used in this thesis://</fs>\\ |
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| | <fs medium>//a........Area of the affected concrete in fabric formed concrete specimens\\ |
| | A.......Total area of the concrete in fabric formed concrete specimens\\ |
| | A<sub>g</sub>......Gross cross-sectional area of concrete\\ |
| | A<sub>st</sub>.....Total area of longitudinal column reinforcement\\ |
| | FAC....Flyash concrete\\ |
| | f’<sub>c</sub>.......Specified compressive strength of concrete\\ |
| | f<sub>y</sub>.......Specified yield strength of steel reinforcement\\ |
| | k.......Effective length factor for compression members\\ |
| | l<sub>u</sub>......Unsupported column length\\ |
| | M......Moment at the end of the column (chapter 3)\\ |
| | NC....Normal concrete\\ |
| | P<sub>f</sub>......Factored axial load\\ |
| | P<sub>ro</sub>.....Factored axial load resistance of a reinforced concrete column\\ |
| | r.......Radius of gyration for the column cross-section\\ |
| | R......Rebound Value\\ |
| | s......Center-to-centre spacing of ties\\ |
| | V......Volume of the concrete (chapter 3)\\ |
| | x......Length of the mechanical press lever’s handle (chapter 3)\\ |
| | a<sub>1</sub>.....Ratio of average stress in rectangular compression block to specified strength (CSA A23.3 Cl.10.1.7)\\ |
| | ß<sub>1</sub>.....Ratio of depth of compression block to depth of neutral axis (CSA A23.3 Cl.10.1.7)\\ |
| | ρ<sub>c</sub>.....Density of concrete\\ |
| | ρ<sub>t</sub>.....Longitudinal steel reinforcement ratio (column)\\ |
| | φ<sub>c</sub>.....Resistance factor for concrete (CSA A23.3 Cl.8.4.2)\\ |
| | φ<sub>s</sub>.....Resistance factor for steel reinforcement//</fs>\\ |
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| | ~~UP~~ |
| | ===== Additional References ===== |
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| | <fs medium>[1] Breteler, Mark Klein, and Pilarczyk, Krystian W. //Dikes and Revetments.// Delft: A.A. Balkema, 1998.\\ |
| | [2] Brzev, Svetlana, and Pao, John. //Reinforced Concrete Design: A Practical Approach.// Toronto: Pearson Education, 2006.\\ |
| | [3] Bungey, J. H., and Millard, S. G. //Testing of Concrete in Structures.// Glasgow: Blackie Academic & Professional, 1996.\\ |
| | [4] Cannon, E. W., and Boyes, R. G. H. "Permeable Woven Fabric Formwork." //Civil Engineering,// 1987: 29-33.\\ |
| | [5] Gettu, Ravindra, Bazant, Zdenek P., and Karr, Martha E. "Fracture Properties and Brittleness of High-Strength Concrete." //ACI Materials Journal,// 1990: 608-618.\\ |
| | [6] Ibell, Tim, Darby, Antony, and Denton, Steve. "Fabric Formwork for Innovative Concrete Structures." //FRPRCS-9.// Sydney, Australia, 2009.\\ |
| | [7] MacGregor, James G., and Bartlett, F. Michael. Reinforced Concrete: //Mechanics and Design.// Scarborough: Prentice-Hall Canada Inc., 2000.\\ |
| | [8] Shmantsar, R. N., Kuznetsova, T. A., and Petrova, L. A. "Investigation of Concrete in Absorbing Formwork." //Power Technology and Engineering,// 2005: 665-668.\\ |
| | </fs> |
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| | ~~UP~~ |
