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Volumn 1, Issue , 1999, Pages 819-832

Towards the design of compliant continuum topologies with geometric nonlinearity

Author keywords

[No Author keywords available]

Indexed keywords

COMPLIANT MECHANISMS; COMPUTER AIDED DESIGN; CONTINUUM MECHANICS; DEFORMATION; MECHANISMS; SPECIFICATIONS; TOPOLOGY;

EID: 1542623810     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1115/DETC99/DAC-8578     Document Type: Conference Paper
Times cited : (5)

References (19)
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  • 3
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    • Bathe, K. J.1
  • 5
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    • Choi, K. K.1    Huag, E. J.2
  • 9
    • 31144449485 scopus 로고    scopus 로고
    • Size and Shape Optimization of Compliant Mechanisms: An Efficiency formulation
    • Sept. 13-16, Atlanta, GA
    • Hetrick, J. A. and Kota, S., 1998, "Size and Shape Optimization of Compliant Mechanisms: An Efficiency formulation," Proc, of 1998 ASME Design Technical Engineering Conference, Sept. 13-16, Atlanta, GA.
    • (1998) Proc, of 1998 ASME Design Technical Engineering Conference
    • Hetrick, J. A.1    Kota, S.2
  • 10
    • 0030108494 scopus 로고    scopus 로고
    • A Loop-Closure Theory for the Analysis and Synthesis of Compliant Mechanisms
    • Howell, L. L. and Midha, A., 1996, "A Loop-Closure Theory for the Analysis and Synthesis of Compliant Mechanisms," ASME Journal of Mechanical Design, Vol. 118, No. 1, pp. 121-125.
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    • Howell, L. L.1    Midha, A.2
  • 12
    • 0003876171 scopus 로고    scopus 로고
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    • (1997) MATLAB: The Language of Technical Computing
  • 14
    • 0024073286 scopus 로고
    • Sizing Design Sensitivity Analysis of Nonlinear Structural Systems. Part II; Numerical Method
    • Santos, J. L. T. and Choi, K. K., 1988, "Sizing Design Sensitivity Analysis of Nonlinear Structural Systems. Part II; Numerical Method," International Journal for Numerical Methods in Engineering, Vol. 26, pp. 2097-2114.
    • (1988) International Journal for Numerical Methods in Engineering , vol.26 , pp. 2097-2114
    • Santos, J. L. T.1    Choi, K. K.2
  • 15
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    • Shape Design Sensitivity Analysis of Nonlinear Structural Systems
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  • 18
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  • 19
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.