Now we have things together. The high beam problem with its particular idiosyncrasies (see Part 2) Continue reading
concrete orthotropy induced by limited tensile strength (part 5)
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Now we have things together. The high beam problem with its particular idiosyncrasies (see Part 2) Continue reading
Softening behavior of concrete – decreasing strains with increasing stresses – in the Continue reading
The problem is nonlinear. An incrementally iterative scheme for solution is mandatory. Prescribed displacements Continue reading
A lot of cracking will arise in the high beam. Every concrete quad element has Continue reading
I use a reinforced concrete high beam – see fib bulletin 45 and the Book 6.4 – as test case. Continue reading