Static Equilibrium Paths of Steel-Concrete Composite Beam Strengthened Under Load
The paper presents exemplary static equilibrium paths of an element strengthened while under load. A steel-concrete composite beam was analyzed. The study discusses the effect of strengthening method, initial load values, welding stress, concrete shrinkage and introduction of additional control of d...
| Main Authors: | , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Sciendo
2018-06-01
|
| Series: | Civil and Environmental Engineering Reports |
| Subjects: | |
| Online Access: | https://doi.org/10.2478/ceer-2018-0022 |
| id |
doaj-9d4bdd82935346419cae48db307f3849 |
|---|---|
| record_format |
Article |
| spelling |
doaj-9d4bdd82935346419cae48db307f38492021-09-06T19:22:01ZengSciendoCivil and Environmental Engineering Reports2080-51872450-85942018-06-0128210111110.2478/ceer-2018-0022ceer-2018-0022Static Equilibrium Paths of Steel-Concrete Composite Beam Strengthened Under LoadSzewczyk Piotr0Szumigała Maciej1West Pomeranian University of Technology, Szczecin, PolandPoznan University of Technology, Poznań, PolandThe paper presents exemplary static equilibrium paths of an element strengthened while under load. A steel-concrete composite beam was analyzed. The study discusses the effect of strengthening method, initial load values, welding stress, concrete shrinkage and introduction of additional control of distortion state on the course of static equilibrium path. Results calculated in numerical FEM simulation were verified with experimental data and were found to be consistent.https://doi.org/10.2478/ceer-2018-0022strengtheningcomposite beamsresidual stressdistortionsfem |
| collection |
DOAJ |
| language |
English |
| format |
Article |
| sources |
DOAJ |
| author |
Szewczyk Piotr Szumigała Maciej |
| spellingShingle |
Szewczyk Piotr Szumigała Maciej Static Equilibrium Paths of Steel-Concrete Composite Beam Strengthened Under Load Civil and Environmental Engineering Reports strengthening composite beams residual stress distortions fem |
| author_facet |
Szewczyk Piotr Szumigała Maciej |
| author_sort |
Szewczyk Piotr |
| title |
Static Equilibrium Paths of Steel-Concrete Composite Beam Strengthened Under Load |
| title_short |
Static Equilibrium Paths of Steel-Concrete Composite Beam Strengthened Under Load |
| title_full |
Static Equilibrium Paths of Steel-Concrete Composite Beam Strengthened Under Load |
| title_fullStr |
Static Equilibrium Paths of Steel-Concrete Composite Beam Strengthened Under Load |
| title_full_unstemmed |
Static Equilibrium Paths of Steel-Concrete Composite Beam Strengthened Under Load |
| title_sort |
static equilibrium paths of steel-concrete composite beam strengthened under load |
| publisher |
Sciendo |
| series |
Civil and Environmental Engineering Reports |
| issn |
2080-5187 2450-8594 |
| publishDate |
2018-06-01 |
| description |
The paper presents exemplary static equilibrium paths of an element strengthened while under load. A steel-concrete composite beam was analyzed. The study discusses the effect of strengthening method, initial load values, welding stress, concrete shrinkage and introduction of additional control of distortion state on the course of static equilibrium path. Results calculated in numerical FEM simulation were verified with experimental data and were found to be consistent. |
| topic |
strengthening composite beams residual stress distortions fem |
| url |
https://doi.org/10.2478/ceer-2018-0022 |
| work_keys_str_mv |
AT szewczykpiotr staticequilibriumpathsofsteelconcretecompositebeamstrengthenedunderload AT szumigałamaciej staticequilibriumpathsofsteelconcretecompositebeamstrengthenedunderload |
| _version_ |
1717772925746020352 |