Zobrazeno 1 - 10
of 27
pro vyhledávání: '"Bettina Franke"'
Publikováno v:
Buildings, Vol 11, Iss 5, p 181 (2021)
Wood is a hygroscopic material that primarily adapts its moisture content to the surrounding relative humidity. The climate in a structure or building depends on the building type and the region the structure is located in. In this study, the effect
Externí odkaz:
https://doaj.org/article/e07130dd671e47c3a535777bf16a7b27
Publikováno v:
Wood Material Science & Engineering. 17:299-308
Autor:
Bettina Franke, Steffen Franke
Publikováno v:
Bautechnik. 97:35-43
Publikováno v:
Buildings; Volume 11; Issue 5; Pages: 181
Wood is a hygroscopic material that primarily adapts its moisture content to the surrounding relative humidity. The climate in a structure or building depends on the building type and the region the structure is located in. In this study, the effect
A timber bridge constructed in 1815 was renovated in 2018, wherein the load-bearing system was reinforced with beech laminated veneer lumber (LVL) elements. Beech LVL is primarily found in dry and heated structures (Service Class 1). Although the mat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a5a4e9c4663fa45f5aab142be4263059
Publikováno v:
Wood Material Science & Engineering. 14:243-252
Wood as a hygroscopic material interacts with the ambient climate variations of relative humidity and temperature. Due to constrained volumetric strains, i.e. swelling and shrinkage, changes in moisture content impose moisture induced stresses (MIS)
Publikováno v:
Journal of Civil Structural Health Monitoring. 5:195-202
Timber bridges are subjected to climatic changes respectively cycles which result, due to the hygroscopic material behavior, in a change of the moisture content in the wood and thus change of dimensions of the wooden elements. But there is still miss
Autor:
Pierre Quenneville, Bettina Franke
Publikováno v:
Engineering Fracture Mechanics. 116:1-12
The investigation of the failure mechanism of the fracture mode I and II and the mixed mode of New Zealand Radiata Pine timber and of Radiata Pine Laminated Veneer Lumber is presented. Different test setups were compared and used for the determinatio
Publikováno v:
Advanced Materials Research. 778:424-431
Timber constructions with glulam members have regularly to be proofed for their performance to avoid structural collapse. For the assessment of glued laminated timber, it is important to know reliable methods and criteria. The requirements given in s
Publikováno v:
Advanced Materials Research. 778:321-327
The assessment of timber structures is a permanent task to check the normal function of individual structural timber elements. Non-destructive testing methods are preferred but the value of the information is limited due to the performance of the app