Langzeitverhalten geklebter Bauteile aus Holz und hochfestem Beton bei natürlichem Klima

Eisenhut, Lars; Seim, Werner

doi:10.1002/bate.201500087

Cited by 6 publications

(3 citation statements)

References 8 publications

(10 reference statements)

Supporting

Mentioning

Contrasting

Order By: Relevance

“…Eisenhut et al [61,82] researched the long-term behavior of the adhesively bonded π-shape TCC bridge beams. Two types of epoxy were adopted as shown in Table 2.…”

Section: Methodsmentioning

confidence: 99%

Long-Term Behavior of Timber–Concrete Composite Structures: A Literature Review on Experimental and Numerical Investigations

Shi,

Zhou,

Tao

et al. 2024

Buildings

View full text Add to dashboard Cite

Timber–concrete composite structure is a type of efficient combination form composed of concrete floors and timber beams or floors through shear connectors, and shows good application potential in the floor system of timber buildings. The long-term performance of the timber–concrete composite structures is complex and is affected by the creep of timber and concrete, as well as the long-term slip of the shear connectors. This article presents a comprehensive overview of the research status on the long-term behavior of timber–concrete composite members and different shear connectors. For the shear connectors, the effects of loading levels, environments, and component materials on their creep coefficients are summarized. As to the timber–concrete composite members, both the experimental and numerical investigations are gathered into discussions: the connection types, component materials, loading conditions, and durations in the long-term tests are also discussed; various models for describing long-term behavior of timber, concrete, and connection systems are provided, and then a comprehensive description of the progress of numerical investigations over the last decades is made. In addition, the suggestions for future research are proposed to reach a clearer understanding of the bending mechanisms and mechanical characteristics of timber–concrete composite structures.

show abstract

“…Eisenhut et al [61,82] researched the long-term behavior of the adhesively bonded π-shape TCC bridge beams. Two types of epoxy were adopted as shown in Table 2.…”

Section: Methodsmentioning

confidence: 99%

Long-Term Behavior of Timber–Concrete Composite Structures: A Literature Review on Experimental and Numerical Investigations

Shi,

Zhou,

Tao

et al. 2024

Buildings

View full text Add to dashboard Cite

show abstract

“…Fig. 2 Timber-concrete composite structure with special double-sided punched metal plate shear connectors embedded in precast slab and timber beams composed of two symmetrical parts [4] At the Luleå University of Technology in Sweden, various types of shear connectors suitable for prefabrication were investigated, see Lukaszewska [8], Crocetti [2].…”

Section: The Coupling Elementsmentioning

confidence: 99%

“…The adhesive bonded timber-UHPC composite structures were more specifically discussed e.g. by Schäfers [12] and Eisenhut [4].…”

Section: The Coupling Elementsmentioning

confidence: 99%

The Timber-Precast UHPC Composite Connection

Holý

Vráblík

2018

SSP

View full text Add to dashboard Cite

This paper deals with the connection of timber beams and precast concrete slabs. The connection of timber and concrete has many advantages associated with the efficient use of both materials, not only in terms of their stress. Timber is a natural renewable material. It can be achieved some savings of volume of the concrete by its application and thereby also reducing of the environmental burden. By the combining of the timber and ultra-high performance concrete (UHPC), it can be designed very subtle, bearable, aesthetic and durable structures. The conventional timber-concrete composite structures are most often realized by joining of the timber beams and the cast in-situ reinforced concrete slabs. However, the cast in-situ slab is not very suitable for UHPC application and it has some structural disadvantages, in particular the need to protect the timber beams against moisture penetration from the fresh concrete mix, the need for formwork, etc. The prefabrication eliminates some disadvantages of the cast in-situ design, increases the quality of the structure and speeds up the construction process. In the case of the timber-concrete composite structures, the prefabrication has a positive impact on the reduction of the concrete shrinkage projections as the development of deflections and the redistribution of internal forces between the connected parts of the cross-section. Some special coupling elements must be used for connection in the case of precast slabs. This paper summarizes the research findings in the field of development of special coupling elements for composite timber-precast concrete structures. The development of the new coupling elements for pedestrian and cyclist timber-UHPC composite footbridges is presented.

show abstract