1 |
Cho, C.G. and Park, M.H, 'Finite Element Prediction of the Influence of Confmement on RC Beamcolumns under Single or IXmble Curvature Bending,' Engineering Structures, Vol.25, 2003, pp.1525~1536
DOI
ScienceOn
|
2 |
Cho, C.G. and Hotta, H, 'A Study on Compressive Strength of Concrete in F1exural Regions of Reinforced Concrete Beams Using Finite Element Analysis,' Structural Engineering and. Mechanics, An International Journal, Vo1.13, No.3, 2002, pp.313~328
DOI
ScienceOn
|
3 |
Pantazopoulou, S. J. and Mills, R. H., 'Microstructural aspects of the mechanical response of plain concrete, ACI Material Journal, Vol.92, 1995, pp.605-616
|
4 |
Spoelstra, M. R. and Monti, G., 'FRP-confined concrete model,' Journal of Composites for Construdion, ASCE, 1999, No.3, pp.143~150
|
5 |
Saadatmanesh, H., Ehsani, M. R. and Li, M. W., 'Strength and Ductility of Concrete Columns Externally Reinforced with Fiber Composite Straps,' ACI Strudural. Journal, Vo1.91, No.4, 1994, pp.434~447
|
6 |
Hosotani, M., Kawashima, K., and Hoshikuma, J., 'A Stress-Strain Model for Concrete Cylinders Confined by Carbon Fiber Sheets,' Journal of Materials, Concrete Structures, and. Pavement, JSCE, Vo1.39, No. 592, 1993, pp.37~52
|
7 |
Mander, J.B., Priestley, M.J.N, and Park, R, 'Theoretical stress-strain model for confined concrete,' J. Structural Engineering, ASCE, Vol. 114, No.8, 1988, pp.1804~1826
|
8 |
Darwin, D. and Pecknold, D.A., 'Nonlinear biaxial law for concrete,' J. Eng. Mech Div., ASCE, Vol. 103(EM2), 1977, pp.229~241
|
9 |
Saenz, L. P., 'Discussion of equation for the stressstrain curve of concrete by Desayi and Krishman,' Journal of ACI, Vol.61, No.9, 1964, pp.1229~1235
|
10 |
Hsieh, S. S., Ting, E. C., and Chen, W. F., 'An elastic-fracture model for concrete,' ASCE Proc 3d Eng. Mech Div. Spec Conf, 1979, pp.437~440
|
11 |
Selby, R. G., 'Three-climensional constitutive relations for reinforced concrete,' PhD Thesis, University of Toronto, Canada, Toronto, 1993
|
12 |
Kawashima, K., Hosotani, M., and Hoshikuma, J., 'A model for confinement effect for concrete cylinders confined by carbon fiber sheets,' NCEER-NlCEDE Workshop on Earthquake Engineering Frontiers in Transportation Facilities, NCEER State University of New York, Buffalo, N. Y., 1997
|
13 |
Elwi, A. A. and Murray, D. W., 'A 3D hypoelastic concrete constitutive relationship,' Eng. Mech Div, ASCE, Vol.105(EM4), 1979, 623~641
|
14 |
Fam, A. Z. and Rizkalla, S. H., 'Confinement model for axially loaded concrete confined by circular fiber-reinforced polymer tubes,' ACI Structural Journal, Vol.98, No.4, 2001, pp.451~461
|
15 |
Nanni, A. and Bradford, N. M., 'FRP jacketed concrete under uniaxial compression,' Construction and Building Materials, 1995, No.2, pp.115~124
|
16 |
조창근 외 3인, '다축응력상태의 구성관계에 기초한 FRP 콘크리트 부재의 층분할 단면해석모델', 한국콘크리트학회 논문집, 14권, 6호, 2002, pp.892~899
DOI
|
17 |
Minniran, A., and Shahawy, M., 'Behavior of Concrete Columns Confined by Fiber Composites, J. Structural Engineering, ASCE, Vol.123, No.5, 1997, pp.583~590
DOI
ScienceOn
|
18 |
Picher, F., Rochette, P., and Labossiere, P., 'Confmement of concrete cylinders with CFRP,' Proc, 1st Int. Conf. on Composites in Infrastructure, H. Saadatmanesh and M. R. Ehsani, eds., University of Arizona, Tucsan, Arizona, 1996, pp.829~841
|