A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Experimental investigations into deformation resulting from stresses perpendicular to grain in swedish whitewood and redwood in respect of dimensioning of concrete formwork
Fullscale deformation tests were carried out; relationship was obtained which quantitatively describes dependence of deformation resulting from stresses perpendicular to grain upon load length parallel to grain, volume weight, humidity quotient and load time; relations were adapted to applicable grades of structural timber and are represented graphically; application of results provides possibility of calculating and limiting deformations in supporting timber structure of concrete forms. (Chalmers Univ Technology -- Doctoral Thesis)
Experimental investigations into deformation resulting from stresses perpendicular to grain in swedish whitewood and redwood in respect of dimensioning of concrete formwork
Fullscale deformation tests were carried out; relationship was obtained which quantitatively describes dependence of deformation resulting from stresses perpendicular to grain upon load length parallel to grain, volume weight, humidity quotient and load time; relations were adapted to applicable grades of structural timber and are represented graphically; application of results provides possibility of calculating and limiting deformations in supporting timber structure of concrete forms. (Chalmers Univ Technology -- Doctoral Thesis)
Experimental investigations into deformation resulting from stresses perpendicular to grain in swedish whitewood and redwood in respect of dimensioning of concrete formwork
Chalmers Tekniska Hogskola -- Doktorsavhandlingar
Backsell, G. (author)
1966
146 pages
Article (Journal)
English
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Whitewood–limecrete joints of supplementary stud-slip angles
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