Zobrazeno 1 - 10
of 45
pro vyhledávání: '"George E. Blandford"'
Publikováno v:
Journal of Thermal Stresses. 40:1303-1319
A geometric nonlinear finite element formulation for piezothermoelastic composite laminates using first-order shear deformation theory (FSDT) is presented to solve mechanically and self-strain loaded smart composite plate buckling problems. Green–L
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eb9230951d0a8885535f65c2d6bba5c6
https://doi.org/10.1080/01495739.2017.1329641
https://doi.org/10.1080/01495739.2017.1329641
Publikováno v:
Journal of Bridge Engineering. 9:110-118
This first in a 2-part series on the John A. Roebling suspension bridge (1867) over the Ohio River is an analytical investigation, whereas Part II focuses on the experimental investigation of the bridge. The primary objectives of the investigation ar
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::01deca8806011fa00c2e26c592dc495a
https://doi.org/10.1061/(asce)1084-0702(2004)9:2(110)
https://doi.org/10.1061/(asce)1084-0702(2004)9:2(110)
Publikováno v:
Journal of Bridge Engineering. 9:119-126
This is the second part of a two-part paper on the evaluation of the historic Roebling suspension bridge using dynamic-analysis techniques. Dynamic properties are determined using ambient field testing under natural excitation. The finite-element (FE
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dced02866c8dc7bbf242e96c4fb91131
https://doi.org/10.1061/(asce)1084-0702(2004)9:2(119)
https://doi.org/10.1061/(asce)1084-0702(2004)9:2(119)
Autor:
Weimin Xiao, George E. Blandford
Publikováno v:
Journal of Engineering Mechanics. 124:587-590
An element template methodology is presented to solve composite plate problems using a serendipity hierarchical finite element implementation of Reddy's three-dimensional layerwise theory (1987). This methodology reduces the computational requirement
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6f95669c6c0c8f14dac7cd57e73045ff
https://doi.org/10.1061/(asce)0733-9399(1998)124:5(587)
https://doi.org/10.1061/(asce)0733-9399(1998)124:5(587)
Autor:
George E. Blandford
Publikováno v:
Journal of Structural Engineering. 123:122-129
Two- and three-dimensional analyses for truss structures are reviewed with a particular focus on progressive failure. The review begins with a general discussion of truss structures followed by a presentation of the geometric nonlinear formulations f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e3f1704743c18a1b61d7faa4711c310d
https://doi.org/10.1061/(asce)0733-9445(1997)123:2(122)
https://doi.org/10.1061/(asce)0733-9445(1997)123:2(122)
Autor:
George E. Blandford
Publikováno v:
Journal of Structural Engineering. 122:407-415
Static analysis of space truss structures including inelastic material and large deformation geometric nonlinearities is considered. Member material behavior modes include: buckling, yielding, inelastic postbuckling, unloading, and reloading. Large d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::86ffa2e88b1fb2793461b2337c0762aa
https://doi.org/10.1061/(asce)0733-9445(1996)122:4(407)
https://doi.org/10.1061/(asce)0733-9445(1996)122:4(407)
Autor:
George E. Blandford
Publikováno v:
Computers & Structures. 58:981-990
In general, the progressive failure analysis of space truss systems can only be adequately evaluated with both material and geometric nonlinearities considered. This paper utilizes constitutive relationships to provide the fundamental modeling of ela
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::264e45bcd0d330377159b7cc20b58705
https://doi.org/10.1016/0045-7949(95)00217-5
https://doi.org/10.1016/0045-7949(95)00217-5
Autor:
George E. Blandford, Hong Chen
Publikováno v:
Journal of Structural Engineering. 121:1514-1521
A finite-element formulation for modeling flexible connection behavior in space frames composed of thin-walled members is presented. The finite-element model is based on a distributed linear spring representation over the physical contact area of the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::714796a8c3acab54bd643cf36944a37f
https://doi.org/10.1061/(asce)0733-9445(1995)121:10(1514)
https://doi.org/10.1061/(asce)0733-9445(1995)121:10(1514)
Autor:
George E. Blandford
Publikováno v:
Computers & Structures. 53:839-847
The elastic stability (bifurcation) response of space frames, including warping deformation and flexible (semi-rigid) connections, is considered. Calculation of the elastic stability load is based on a linear eigenvalue analysis. A parametric study o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1603645cd43449555af0996a69ace0f7
https://doi.org/10.1016/0045-7949(94)90372-7
https://doi.org/10.1016/0045-7949(94)90372-7