Results 11 to 20 of about 5,214,614 (337)
Behaviour of semi-rigid composite connections for steel framed buildings [PDF]
During propped construction the steel-concrete composite action resists dead as well as imposed loads. Conversely, the steel section alone resists the floor self-weight in unpropped beams.
Muniasamy, D.
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The behaviour of steel and composite beam-to-column connections in fire. [PDF]
Recent fire tests on the Cardington full-scale test frame and observations from real fires have demonstrated the significance of connections in fire, when they can have beneficial effects on the survival time of the structure. The
Al-Jabri, Khalifa Saif
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Experimental study on flexural behavior of the BFRC-concrete composite beams
Three specimens of composite beams were tested under a four-points bending test to study the effect of BFRC height on the flexural behavior of the composite beam. The numerical software MATLAB was used to numerically study the bending moment-curvature (M-
Zhiwen Zhang +9 more
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Flexural–torsional behavior of thin-walled composite box beams using shear-deformable beam theory [PDF]
This paper presents a flexural–torsional analysis of thin-walled composite box beams. A general analytical model applicable to thin-walled composite box beams subjected to vertical and torsional loads is developed.
Lee, Jaehong, Vo, Thuc
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RETRACTED: Study on the design of composite beams under complex environment in mountainous areas
The mountain area is faced with complex conditions such as vertical and horizontal valleys, complex geological topography, many earthquake fault zones, high seismic intensity, fragile ecology, and changeable climate. The traditional concrete bridges have
Yicheng Zhao, Caizhi Sun, Sheng Li
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Mechanical Properties of Prefabricated Composite Beams Without Wet Joints
Purposes This research is conducted to realize the assembly of steel-concrete composite beams without wet joints, so that the composite beam structure is easy to be disassembled and replaced.
Zhipeng WANG +3 more
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Numerical Analysis of Structural Performance of Concrete-GFRP Composite I-Beam
The concrete-GFRP composite beams have received extensive attention in civil engineering. However, the ambiguity of the fracture, debonding of the interface, and the GFRP profile limit the precise design of the composite beam.
Zhaohui Chen +8 more
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Geometrically nonlinear analysis of thin-walled open-section composite beams [PDF]
A geometrically nonlinear model for general thin-walled open-section composite beams with arbitrary lay-ups under various types of loadings based on the classical lamination theory is presented.
Lee, Jaehong, Vo, Thuc
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The vibration response of a partial composite beam bridge under the influence of moving vehicular loads was investigated. Due to the coupling effect between the vehicle and the bridge, the vibration information of the vehicle encompassed the vibration ...
Tao Wu +4 more
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Finite element modelling of composite castellated beam
Nowadays, castellated beam becomes popular in building structural as beam members. This is due to several advantages of castellated beam such as increased depth without any additional mass, passing the underfloor service ducts without changing of story ...
Frans Richard +3 more
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