Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Tests were conducted on the strength of joints formed by a round steel rod fitting in a circular hole in a piece of timber. Three sizes of rod were used, namely 4, 8 and 16mm in diameter. Each size of rod was tested in several thicknesses of timber, but in each case the minimum timber thickness was twice the rod diameter. A rapid increase in deflection with load was followed by a much lower rate of increase of deflection with increasing load until the joint failed either by the wood splitting or by the crushing of the wood in the area of compressive stress. The tests were carried out both with loads parallel to and at right angles to the grain. A relationship was established between the applied load and the embedment of the rod into the timber.
Tests were conducted on the strength of joints formed by a round steel rod fitting in a circular hole in a piece of timber. Three sizes of rod were used, namely 4, 8 and 16mm in diameter. Each size of rod was tested in several thicknesses of timber, but in each case the minimum timber thickness was twice the rod diameter. A rapid increase in deflection with load was followed by a much lower rate of increase of deflection with increasing load until the joint failed either by the wood splitting or by the crushing of the wood in the area of compressive stress. The tests were carried out both with loads parallel to and at right angles to the grain. A relationship was established between the applied load and the embedment of the rod into the timber.
Short Term Load Tests on Whitewood Embedment Specimens with a Single Plain Circular Section Steel Connector in a Hole of the Same Diameter
I. Smith (Autor:in)
1982
129 pages
Report
Keine Angabe
Englisch
| TIBKAT | 1989
Whitewood–limecrete joints of supplementary stud-slip angles
| Online Contents | 2010