2005
DOI: 10.1080/13923730.2005.9636344
|View full text |Cite
|
Sign up to set email alerts
|

Deformational analysis of prestressed high‐strength concrete members using flexural constitutive model

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

0
4
0
1

Year Published

2006
2006
2014
2014

Publication Types

Select...
6

Relationship

2
4

Authors

Journals

citations
Cited by 8 publications
(5 citation statements)
references
References 4 publications
0
4
0
1
Order By: Relevance
“…Values of stress-strain state parameters in (perpendicular to longitudinal axes) cross-sections for various levels of loading are required to determine in investigation and design of building structures [1][2][3][4][5][6][7][8][9][10][11][12][13][14][15]. For simplification of calculations the real stress diagrams are superseded by arbitrary ones [5][6][7][8][9][10] and therefore calculated values of parameters are arbitrary as well.…”
Section: Introductionmentioning
confidence: 99%
“…Values of stress-strain state parameters in (perpendicular to longitudinal axes) cross-sections for various levels of loading are required to determine in investigation and design of building structures [1][2][3][4][5][6][7][8][9][10][11][12][13][14][15]. For simplification of calculations the real stress diagrams are superseded by arbitrary ones [5][6][7][8][9][10] and therefore calculated values of parameters are arbitrary as well.…”
Section: Introductionmentioning
confidence: 99%
“…A computer program has been developed for the stress and strain analysis of concrete members [30,31]. For a given bending moment M, the computation is performed in iterations by the following steps:…”
Section: Analysis Of Reinforced Concrete Deckmentioning
confidence: 99%
“…Ðis modelis gali bûti taikomas: 1) paprastojo ir átemptojo gelþbetonio elementams; 2) trumpalaikëms ir ilgalaikëms deformacijoms (ávertinant susitraukimà bei valkðnumà) ávertinti; 3) plyðio plo-èiui apskaièiuoti. Integralinis modelis buvo pritaikytas ilgalaikei temperatûros poveikio gelþbetoninëms konstrukcijoms analizei [14], taip pat ðiuo metu trumpalaikëms ir ilgalaikëms temperatûros poveikio analizëms ið anksto átemptose gelþbetoninëse konstrukcijose [15].…”
Section: áVadasunclassified