A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Theoretical and experimental study on laterally loaded nailed bamboo connection
Highlights Nailed bamboo connection strength can be reliably predicted with timber models. ISO 22156 provides safe prediction, except for the plug shear failure mode. In order to assess the yield capacity, there is no need to consider the fibre volume gradient. Yielding occurs prior to other failure modes, with adequate ductility even if the ultimate failure mode is brittle.
Abstract The aim of the study was to create and verify a theoretical model for single-shear steel to bamboo nailed connections in natural bamboo. To this end, existing timber strength and fracture theories were used to model the brittle and ductile failure strength of the studied bamboo connection. Experimental tests of steel to bamboo nailed connection subjected to short-term loading in single shear parallel to fibre direction in Moso bamboo confirmed the suitability of the timber models to predict the connection behaviour. The findings constitute a basis for development of theory for screws, which is the advocated connector type by the authors. It is anticipated that the predictability of bamboo dowelled connection behaviour, along with the latest developments in bamboo design standardization, will enhance the designers confidence to implement dowelled bamboo connections in practice.
Theoretical and experimental study on laterally loaded nailed bamboo connection
Highlights Nailed bamboo connection strength can be reliably predicted with timber models. ISO 22156 provides safe prediction, except for the plug shear failure mode. In order to assess the yield capacity, there is no need to consider the fibre volume gradient. Yielding occurs prior to other failure modes, with adequate ductility even if the ultimate failure mode is brittle.
Abstract The aim of the study was to create and verify a theoretical model for single-shear steel to bamboo nailed connections in natural bamboo. To this end, existing timber strength and fracture theories were used to model the brittle and ductile failure strength of the studied bamboo connection. Experimental tests of steel to bamboo nailed connection subjected to short-term loading in single shear parallel to fibre direction in Moso bamboo confirmed the suitability of the timber models to predict the connection behaviour. The findings constitute a basis for development of theory for screws, which is the advocated connector type by the authors. It is anticipated that the predictability of bamboo dowelled connection behaviour, along with the latest developments in bamboo design standardization, will enhance the designers confidence to implement dowelled bamboo connections in practice.
Theoretical and experimental study on laterally loaded nailed bamboo connection
Malkowska, Dominika (author) / Norman, James (author) / Trujillo, David (author)
2022-05-24
Article (Journal)
Electronic Resource
English
Theoretical and experimental study on laterally loaded nailed bamboo connection
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