Experimental research of hollow concrete block masonry stress deformations

Jonaitis, Bronius; Zavalis, Robertas

doi:10.1016/j.proeng.2013.04.061

Use this url to cite publication: https://hdl.handle.net/20.500.14911/143059

Experimental research of hollow concrete block masonry stress deformations

Details

Publication Type (CRIS)

Straipsnis konferencijos medžiagoje Web of Science duomenų bazėje / Article in conference proceedings in Web of Science database (P1a1)

Publication Type (eLABa)

Straipsnis konferencijos darbų leidinyje Web of Science DB / Article in conference proceedings Web of Science DB (P1a)

Author(s)

Author	Affiliation
Jonaitis, Bronius	Gelžbetoninių konstrukcijų ir geotechnikos katedra / Department of Reinforced Concrete Structures and Geotechnics (0258)
Zavalis, Robertas	Gelžbetoninių konstrukcijų ir geotechnikos katedra / Department of Reinforced Concrete Structures and Geotechnics (0258)

Title

Experimental research of hollow concrete block masonry stress deformations

[en]

Bronius Jonaitis, Robertas Zavalis

Is part of

Procedia Engineering. 11th international conference on modern building materials, structures and techniques (MBMST), May 16-17, 2013, Vilnius, Lithuania

Published In

Year	Volume	Start Page	End Page
2013	57	473	478

Publisher

Amsterdam : Elsevier

Referenced in Database(s)(DBs)

ScienceDirect

Conference Proceedings Citation Index - Science (Web of Science)

Extent

p. 473-478

URI

URI	Access Rights
https://hdl.handle.net/20.500.14911/143059
Straipsnis	Viso teksto dokumentas (atviroji prieiga) / Full Text Document (Open Access)

DOI

10.1016/j.proeng.2013.04.061

Cited references

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Statybos inžinerija / Civil engineering (T002)

Keywords (en)

Abstract (en)

The article discusses the results of experimental investigation of highly hollow concrete block masonry and concrete infill block masonry behaviour under compression. The research revealed that upon failure of hollow block masonry, the longitudinal shells are detached from the web which results in crumbling. Masonry deformations of the blocks with concrete infill are similar to those of the infill concrete control samples for longitudinal deformations, which proves fairly good mutual block and infill concrete performance.