Abstract: A new cracking theory is presented for the analysis of reinforced concrete (RC) members subjected to uniaxial tension. The theory is developed on the basis of the (actual) nonlinear bond stress‐slip relationship and of the ...

Abstract: Closed-for solutions are presented for bending beams with linearly and (in the binomial form) parabolically varying depth and for bending beams with linearly varying width. The solutions are achieved by transforming the ...

Abstract: The numerical analysis of slender cracked and uncracked masonry members—including nonlinear stress-strain relationship, self-weight, and vertical and lateral concentrated and distributed loads—is carried out. Analytical ...

Abstract: The paper presents the analytical solution to the system of differential equations governing behavior of reinforcing‐bar anchorage under generalized excitations. The solution uses a bilinear model for steel and assumes a ...

Abstract: The analytical solutions for the deflections and for the critical load over which structural prismatic masonry collapses without reaching the compressive strength are presented. The analysis is developed by assuming that ...

Abstract: Analytical solutions are presented for deflections beyond the elastic limit for prismatic and nonprismatic beams (beams with linearly varying depth) restrained and loaded in any way. The analytical solutions provide by ...