This paper describes results and analysis of experiment of compression behavior parallel to grain of glulam (Norway Spruce, Japanese cedar, and Japanese cypress), especially in damage zones near loading plates and joints. To investigate the influence factors of physical properties and the mechanism of the damage zone near the loading plates or the joints, compression tests on 90 specimens and surface-measurement tests on 48 specimens were performed. As a result, it was observed that damage zones existed near the loading plates and the joints. The lengths of the damage zone of wood–wood joints are larger than that of wood–steel joints. The length of the damage zone was independent of the load and the height of the specimens. However, the len...
Present methods of determining design values for compression perpendicular to grain involves the te...
Failure of pitched-tapered glulam beams in tension perpendicular to grain has been attributed to the...
Since the test method for compression strength perpendicular to the grain was changed from a partial...
This paper describes results and analysis of experimental testing of entire and partial compression ...
The compressive behaviors parallel to the grain, i.e. zones of low stiffness (damage zones) and an e...
This thesis presents an analysis of glued laminated timber (glulam) when loaded in compression perpe...
The present work aims to improve the definition of the constitutive laws for the wood structure at d...
This master thesis presents an empirical assessment of glulam subjected to compression perpendicular...
This paper presents the study on structural behaviour of glulam beams pre-stressed by compressed woo...
This paper presents the results of testing the compression of Serbian spruce wood from plantation...
The influence of size on strength is well known for various materials and testing methods, but not e...
Funding Information: This work was supported by the Academy of Finland (Grant Number 297030 ). Publi...
Understanding the failure mechanism of wood loaded in compression parallel to the grain has been sho...
Timber, as structural material, has various defects, especially knots. They influence the strength o...
According to the American Wood Association, a tension perpendicular to the grain failure is the evil...
Present methods of determining design values for compression perpendicular to grain involves the te...
Failure of pitched-tapered glulam beams in tension perpendicular to grain has been attributed to the...
Since the test method for compression strength perpendicular to the grain was changed from a partial...
This paper describes results and analysis of experimental testing of entire and partial compression ...
The compressive behaviors parallel to the grain, i.e. zones of low stiffness (damage zones) and an e...
This thesis presents an analysis of glued laminated timber (glulam) when loaded in compression perpe...
The present work aims to improve the definition of the constitutive laws for the wood structure at d...
This master thesis presents an empirical assessment of glulam subjected to compression perpendicular...
This paper presents the study on structural behaviour of glulam beams pre-stressed by compressed woo...
This paper presents the results of testing the compression of Serbian spruce wood from plantation...
The influence of size on strength is well known for various materials and testing methods, but not e...
Funding Information: This work was supported by the Academy of Finland (Grant Number 297030 ). Publi...
Understanding the failure mechanism of wood loaded in compression parallel to the grain has been sho...
Timber, as structural material, has various defects, especially knots. They influence the strength o...
According to the American Wood Association, a tension perpendicular to the grain failure is the evil...
Present methods of determining design values for compression perpendicular to grain involves the te...
Failure of pitched-tapered glulam beams in tension perpendicular to grain has been attributed to the...
Since the test method for compression strength perpendicular to the grain was changed from a partial...