The long-term behaviour of composite beams is characterised by the response of its component parts (flanges and webs) to load, moisture content, temperature and relative humidity of the environment. This paper reports the results of a two years long-term test on two 6 m span composite floor beams made of laminated veneer lumber (LVL) under service load performed in an indoor, semi-controlled, and unheated environment. The environmental conditions were characterized by artificially induced cyclic air humidity with quasi-constant temperature. These conditions can be characterized as reasonably severe and presumably close to service class 3 according to Eurocode 5. During the test, the mid-span deflection, moisture content and air humidity wer...
Cross-laminated timber (CLT) is becoming increasingly adopted into North American construction, yet ...
The risk of moistening wood material should be considered and avoided as varying moisture content in...
University of Technology Sydney. Faculty of Engineering and Information Technology.Timber concrete c...
The long-term behaviour of composite beams is characterised by the response of its component parts (...
The long-term behaviour of timber-concrete composite is characterized by the response of its three c...
The long-term behaviour of timber-concrete composite is characterized by the response of its three c...
© ASCE. A laboratory investigation to determine the long-term behaviour of timber-concrete composite...
This paper presents a comprehensive serviceability investigation that commenced at the University of...
Recent studies have shown that design of timber-concrete composite (TCC) floors may be governed by s...
The paper reports the results of a comprehensive experimental test performed on a 6 m span timber-co...
The long-term behavior of unbonded posttensioned laminated veneer lumber (LVL) timber beams was inve...
A research study on the long term load effects of Kerto laminated veneer lumber (LVL) was carried ou...
The application of pre-stressed CFRP-Iamella to timber beams is difficult because the concentrated s...
The issue of reinforcing wooden beams via their joining with a concrete upper slab is still being wi...
This Ph.D. thesis represents a summative report detailing research processes and outcomes from inves...
Cross-laminated timber (CLT) is becoming increasingly adopted into North American construction, yet ...
The risk of moistening wood material should be considered and avoided as varying moisture content in...
University of Technology Sydney. Faculty of Engineering and Information Technology.Timber concrete c...
The long-term behaviour of composite beams is characterised by the response of its component parts (...
The long-term behaviour of timber-concrete composite is characterized by the response of its three c...
The long-term behaviour of timber-concrete composite is characterized by the response of its three c...
© ASCE. A laboratory investigation to determine the long-term behaviour of timber-concrete composite...
This paper presents a comprehensive serviceability investigation that commenced at the University of...
Recent studies have shown that design of timber-concrete composite (TCC) floors may be governed by s...
The paper reports the results of a comprehensive experimental test performed on a 6 m span timber-co...
The long-term behavior of unbonded posttensioned laminated veneer lumber (LVL) timber beams was inve...
A research study on the long term load effects of Kerto laminated veneer lumber (LVL) was carried ou...
The application of pre-stressed CFRP-Iamella to timber beams is difficult because the concentrated s...
The issue of reinforcing wooden beams via their joining with a concrete upper slab is still being wi...
This Ph.D. thesis represents a summative report detailing research processes and outcomes from inves...
Cross-laminated timber (CLT) is becoming increasingly adopted into North American construction, yet ...
The risk of moistening wood material should be considered and avoided as varying moisture content in...
University of Technology Sydney. Faculty of Engineering and Information Technology.Timber concrete c...