Bending element, reinforced concrete

Menegotto, M. Pinto, P.E. 1973. Method for analysis of cyclically loaded reinforced concrete plane frames including changes in geometry and non-elastic behavior of elements under combined normal force and bending. Proceedings, lABSE Symposium, Lisbon. 

Seismic Vulnerability Assessment Reinforced Concrete Structures, Fig. 2 Collapse modes of RC elements subjected to axial load, shear, and bending... 

BENDING OF CONCRETE AND REINFORCED CONCRETE ELEMENTS PARTIALLY FILLED WITH STEEL FIBRES... 

Herein are contained the experimental results of an investigation into the influence of short steel fibres on the bearing capacity and deformability of concrete and reinforced concrete elements subject to bending. The fibres are either dispersed at random along the entire cross-section or in a part of the tensile zone. The beams were loaded until fracture using two concentrated forces. The following parameters were measured and observed ultimate flexural strength, deflections in... 

Evaluation of the bearing capacity of reinforced concrete elements numbered 7 to 13 can be made on the basis of the load and the bending moment (Table 2). The influence of fibres on the bearing capacity is given by the ratio of M of an element to the of element 13 which... 

Babut, R., The Bearing Capacity and the Deformability of Fibre Reinforced Concrete Elements Under Bending (in Polish), ITFR Reports, No. 32, Warsaw, 1979,... 

Composite structures Application of two-layer RubCon-conventional concrete structures (with RubCon in the tension region) protects steel reinforcement from the effects of corrosive environments and creates a structure that operates under load without cracks. Research [30] proved that two-layer RubCon-concrete bending structure elements can replace prestressed concrete elements. 

Yamboliev, K.A., Concrete Elements Partially Reinforced with Steel Fibres Under Bending (in Bulgarian). Technicheska misal, BAN, Sofia, 1988, 2, pp 73-80. 

---