Crack widths in base restrained walls subjected to restraint loading

•An FE-model for analyzing cracking in base restrained walls is developed.•The model is verified by comparing with previously performed full scale tests.•The model can be used to investigate crack widths due to restraint effects. Cracks in concrete structures can have a negative impact on durability...

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Vydáno v:	Engineering structures Ročník 189; s. 272 - 285
Hlavní autoři:	Gottsäter, Erik, Johansson, Morgan, Plos, Mario, Larsson Ivanov, Oskar
Médium:	Journal Article
Jazyk:	angličtina
Vydáno:	Kidlington Elsevier Ltd 15.06.2019 Elsevier BV
Témata:	Base restrained walls Bond-slip Building Technologies Civil Engineering Concrete Concrete structures Constraints Crack widths Cracks Engineering and Technology Finite element method Full scale tests Husbyggnad Motivation Nonlinear analysis Nonlinear FE-modeling Parameter sensitivity Reinforcement Restraint loading Samhällsbyggnadsteknik Shrinkage Stiffness Teknik Walls Concrete Bond-slip Restraint loading Nonlinear FE-modeling Crack widths Base restrained walls
ISSN:	0141-0296, 1873-7323, 1873-7323
On-line přístup:	Získat plný text
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