최소 단어 이상 선택하여야 합니다.
최대 10 단어까지만 선택 가능합니다.
다음과 같은 기능을 한번의 로그인으로 사용 할 수 있습니다.
NTIS 바로가기콘크리트학회논문집 = Journal of the Korea Concrete Institute, v.15 no.3, 2003년, pp.433 - 442
권민호 (경상대학교 토목공학과 공학연구원) , 조창근 (경북대학교 토목공학과 방재연구소)
This paper presents a hypoplastic model for three-dimensional analysis of concrete structures under monotonic, cyclic, proportional and non-proportional loading. The constitutive model is based on the concept of equivalent uniaxial strains that allows the assumed orthotropic model to be described vi...
S.S. Smith, K.J., Willam, K.H., Gerstle S., and Sture, 'Concrete over the top, or: is there life after peak,' ACI Journal,86(5), 1989, pp.491-497
H.D.Kang, E. Spacone, and K.J. Willam, 'A study of compressive failure in over-reinforced concrete beams,' FRAMCOS-3, Gifu, Japan, October 12-16, 2, 1998, pp.1195-1210
B.J. Hurlbut, 'Experimental and computational investigation of strain softening in concrele' Report AFOSR 80-0273 submitted to the US Air Force Office of Scientific Research, University of Colorado, Boulder, 1985
D.C. Jansen, S.P. Shah, and E.C. Rossow, 'Stress -strain results of concrete from circumferential strain feedback control testing,' ACI structural Journal, 92(6), 1995, pp.419-428
H.B. Kupfer, H.K. Hilsdorf and H. Rusch, 'Behavior of concrete under biaxial stresses,' ACI Journal, 66(8), 1969, pp.656-666
R Scavuzzo, T. Stancowski, K Gerstle, and H-Y. Ko, 'Stress-strain curves for concrete under multiaxiaI load histories,' NSF CME 80-01508, Dept. of CEAE, University of Colorado, Boulder, 1983
J.G.M. van Mier, 'Strain-softening of concrete under multiaxial loading conditions,' PhD thesis, Eindhoven Univ. of Technology, Eindhoven, the Netherlands, 1984
KJ. Willam, K.J., B. Hurlbut, and S. Sture, 'Experimental and constitutive aspects of concrete failure,' Finite element analysis of reinforced concrete structures, Meyer and Okaimure, eds, ASCE, New York, N.Y., 1986
D. Darwin and D.A. Pecknold, 'Nonlinear biaxial stress-strain law for concrete,' journal Engrg. Mech. Div., ASCE, Vol.l03, No.2, 1977, pp.229-241
F.K. Bashur and D. Darwin, 'Nonlinear biaxial law for concrete,' Journal Struct. Div., ASCE, Vol.104, No.1, 1978, pp.157-170
S.G. Lekhnitskii, Theory of elasticity of an anisotropic elastic body,' Julius Journal Brandstatter ed, HoldenDay, Inc., San Francisco, CA, 1963
T.A. Balan, F.C. Filippou, and E.P. Popov, 'Constitutive model for 3D cyclic analysis of concrete structures' Journal Engrg. Mech. Div., ASCE, Vo1.123, No.2, 1997, pp.143-153
A.A. Elwi and D.W. Murray, 'A 3D hypoelastic concrete constitutive relationship,' journal Engrg. Mech. Div., ASCE, Vol.105, No.4, 1979, pp.623-641
K.J. Willam and E.P. Warnke, 'Constitutive model for the triaxial behavior of concrete,' Int. Assodation for Bridge and Struct. Engrg. Proc., 19, 1975, pp.1-30
Ph. Menetrey and K.J. Willam, 'Triaxial failure criterion for concrete and its generalization,' ACI Structural journal, Vo1.92, No.3, 1995, PP.311-318
I.P. Saenz, 'Discussion of 'Equation for the Stress-strain curve of concrete, by P. Desay and S. Krishan,' ACI Journal, Vo1.61, No.9, 1964, pp.1229-1235
A. Bouzaiene and B. Massicotte, 'Hypoelastic tridimensional model for nonproportional loading of plain concrete,' Journal Engrg. Mech. Div., ASCE, Vol.123, No.11, 1997, pp.1111-1120
S. Popovics 'Numerical approach to the complete stress-strain relation for concrete,' Cement and Concrete Res., Vol.3, No.5, 1973, pp.583-599
W.F. Chen, 'Plasticity in reinforced concrete, McGraw-Hill, New York, N.Y , 1982
Z.P. Bazant, 'Comment on orthotropic models for concrete and geomaterials,' Journal Engrg. Mech Div., ASCE, Vol.109, No.3, 1983, pp.849-865
R.L. Taylor, FEAP User Manual v7.1, University of Califorinia, Berkeley, Department of Civil and Environmenental Engineering, 1999
D. Kolymbas, 'An outline of hypoplastidty,' Arch AppI. Mech., 61, pp.143-151, 1991
*원문 PDF 파일 및 링크정보가 존재하지 않을 경우 KISTI DDS 시스템에서 제공하는 원문복사서비스를 사용할 수 있습니다.
출판사/학술단체 등이 한시적으로 특별한 프로모션 또는 일정기간 경과 후 접근을 허용하여, 출판사/학술단체 등의 사이트에서 이용 가능한 논문
※ AI-Helper는 부적절한 답변을 할 수 있습니다.