The bearing strength perpendicular to the grain of locally loaded timber blocks

Abstract

The compressive strength perpendicular to the grain is one of those wood properties that are important for structural design but are difficult to tackle due to its semi-plastic behaviour. It depends on deformation, the specimen type and loading condition. For long no common definition for the standard compressive strength was agreed. A comprehensive survey of research work is given by Augustin and Schickhofer [1], Kollmann [4], Gehri [3], Madsen [6] and Blass and Görlacher [2]. Some empirical models were proposed by Madsen [6] and Riberholt [7]. Van der Put [10] presented a physical model as early as 1988, based on plasticity theory. He showed the ability and accuracy of his model with test data from literature. Despite of his effort the absence of any reference to his model in later publications indicate the model is not well understood. To convince those who are still in doubt a comparison follows between the Van der Put model and the empirical model of Eurocode 5. It is concluded that Eurocode 5 is unsafe while Van der Put's model is by far superior