Results 301 to 310 of about 117,096 (361)

Flexural strengthening of RC beams using basalt textile reinforced mortar: experimental and analytical investigation. [PDF]

Sci Rep
Shamseldein A, ELgabbas F, Kohail M, Elshafie H.   +3 more
europepmc   +1 more source

Dataset of high-speed camera measurements from impact-tested reinforced concrete beams. [PDF]

Data Brief
Peterson V.
europepmc   +1 more source

Finite element analysis of flexural behavior in ultra-high-strength concrete beams with BFRP and hybrid BFRP-steel reinforcement. [PDF]

Sci Rep
Ali NM.
europepmc   +1 more source

THE STRENGTH OF REINFORCED CONCRETE BEAM ELEMENTS UNDER CYCLIC ALTERNATING LOADING AND LOW CYCLE LOAD OF CONSTANT SIGN

, 2015
Semina Yuliya Anatol'evna
openalex   +1 more source

Evaluation of the Effect of Polyurea Coating Application on the Capacity and Deformability of Reinforced Concrete Beams. [PDF]

Materials (Basel)
Matusiak A, Waśniewski T, Szafran J.
europepmc   +1 more source

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Design of reinforced concrete beams

1996
Reinforced concrete beam design consists primarily of producing member details which will adequately resist the ultimate bending moments, shear forces and torsional moments. At the same time serviceability requirements must be considered to ensure that the member will behave satisfactorily under working loads.
W. H. Mosley, R. Hulse, J. H. Bungey
openaire   +1 more source

Repaired Reinforced Concrete Beams

ACI Materials Journal, 1990
The repair of cracks is a necessity, and a comparison between repair methods for reinforced concrete beams subjected to different levels of cracking was made experimentally. Four methods of repair were studied: epoxy injection; ferrocement; steel-plate bonding; and combined method of epoxy injection and ferrocement.
openaire   +1 more source

Concrete Beams with Prestressed Reinforcement

Journal of the Structural Division, 1970
Tests on six rectangular beams reinforced with variable amounts of deformed steel bars and precast prestressed concrete prisms are reported. Methods are suggested for computing the moment causing cracking of the in situ concrete and that causing cracking of the prestressed reinforcement.
Alfred Bishara, Filomeno N. Almeida
openaire   +1 more source