Zobrazeno 1 - 10
of 34
pro vyhledávání: '"Ana M. Girão Coelho"'
Publikováno v:
ce/papers. 4:2403-2414
Publikováno v:
Structures. 20:116-133
This paper explores the concept of the optimum span to depth ratio of reusable composite beams with demountable bolted shear connectors so that the beams may be designed most efficiently in terms of their weight and the shear connector distribution a
Publikováno v:
Steel Construction. 11:294-305
Autor:
Ana M. Girão Coelho
Publikováno v:
Journal of Constructional Steel Research. 133:405-417
The paper presents a finite element analysis of unstiffened welded connections, in double-sided configurations, in which the two beams do not meet at the same level. The results are used to propose a simple and reliable estimation of the transformati
Autor:
J. Toby Mottram, Ana M. Girão Coelho
Publikováno v:
Materials & Design. 74:86-107
Medicago truncatula is a model legume, whose genome is currently being sequenced. Somatic embryogenesis (SE) is a genotype-dependent character and not yet fully understood. In this study, a proteomic approach was used to compare the induction and exp
Autor:
Ana M. Girão Coelho
Publikováno v:
Archives of Computational Methods in Engineering. 23:363-388
This paper presents a finite element modelling methodology to predict the initiation and damage progression in notched composite laminated plates subjected to increasing in-plane tension load. An important feature of the methodology is it does not re
Autor:
Ana M. Girão Coelho, J. Toby Mottram
Publikováno v:
Journal of Composites for Construction. 21
This paper presents finite-element predictions for the strength of a pultruded fiber-reinforced polymer (FRP) material subjected to pin-bearing loading with hole clearance. One of the distinct modes of failure in steel bolted connections is bearing.
Publikováno v:
International Journal of Non-Linear Mechanics. 47:806-822
The paper presents a procedure for the analysis of stability and initial post-buckling behaviour of spliced columns in sway and non-sway steel frames. The main assumptions are linear elasticity and geometrically perfect columns that are loaded by a c
Publikováno v:
Journal of Structural Engineering. 138:1079-1088
Steel columns in sway and nonsway frames that are spliced along their length generally have a lower strength capacity in compression. This load capacity can be further reduced owing to the inevitable presence of small geometrical imperfections in the
Publikováno v:
Engineering Structures. 42:51-82
This paper deals with buckling aspects of the design of stepped columns in mill buildings. These columns are generally loaded axially at the top and at the section where the cross section changes. These loads usually act eccentrically and thus produc