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• Failure Evaluation of Reinforced Concrete Beams Using Damage Mechanics and Classical Laminate Theory

  José Mário Feitosa Lima, Geraldo José Belmonte dos Santos, Paulo R. L. Lima

  1-9

  
  Article ID: 5028
  371  (Abstract) 55  (Download)
  

  Abstract:

  The prediction of the behavior of reinforced concrete beams under bending is essential for the perfect design of these elements. Usually, the classical models do not incorporate the physical nonlinear behavior of concrete under tension and compression, which can underestimate the deformations in the structural element under short and long-term loads. In the present... More

  2022-10-28

• Analytical Model of Nonlinear Semi-rigid Frames Using Finite Element Method

  Shahrin Mohammad, Ahmad Baharuddin Abd Rahman, Cher Siang Tan, Yeong Huei Lee

  22-27

  
  Article ID: 2593
  258  (Abstract) 24  (Download)
  

  Abstract:

  Performance-based design for a constructional steel frame in nonlinear-plastic region requires an improvement in order to achieve a reliable structural analysis. The need to explicitly consider the nonlinear behaviour of structures makes the numerical modelling approach much more favourable than expensive and potentially dangerous experimental work. The parameters considered in the analysis are not limited... More

  2020-12-28