Searched for: subject:"Sequentially%5C+linear%5C+analysis%5C+%5C%28SLA%5C%29"
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Yu, C. (author)
It is difficult to accurately predict the strength of masonry and concrete structures. The most widely used method for simulating their behaviour is finite element analysis with the Newton-Raphson method and arch length control. However, the Newton-Raphson method can diverge and not produce a result, for example in bifurcations or during snap...
doctoral thesis 2019
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Pari, M. (author), Hendriks, M.A.N. (author), Rots, J.G. (author)
), to scale the linear...
journal article 2019
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Yu, C. (author), Hoogenboom, P.C.J. (author), Rots, J.G. (author)
Quasi brittle materials, such as un-reinforced masonry or concrete are difficult to analyse because often the traditional Newton–Raphson (N-R) procedure fails to converge. Many solutions have been proposed such as Sequentially Linear Analysis (SLA), but these may fail in case of non-proportional loading with a large prestress. In this paper a...
journal article 2018