Results 11 to 20 of about 223 (200)
Investigation on cracking performance of UHPC overlaid concrete deck at hogging moment zone of steel-concrete composite girders [PDF]
Archives of Civil Engineering, 2023 The concrete deck at the negative bending moment region of a continuous steel-concrete composite girder bridge is the weakest part of the structure. Introducing ultra-high performance concrete (UHPC) to the hogging region may overcome the shortage and ...
Zhiyong Wan +5 more
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Longitudinal Strength Analysis Considering the Cargo Load on Very Large Crude Carrier (VLCC)
Kapal, 2021 The ultimate strength of the Very Large Crude Carrier (VLCC) is an important aspect that must be analyzed. The purpose of this study was to analyze the ultimate strength of the VLCC ship in terms of deformation under hogging and sagging conditions on the
Indah Melati Suci +2 more
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Infrastructures, 2018 Research to date on Dynamic Amplification Factors (DAFs) caused by traffic loading, mostly focused on simply supported bridges, is extended here to multiple-span continuous bridges.
Arturo González, Omar Mohammed
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Evaluation of the vertical strenght of a 3000 tdw barge using the equivalent beam approach
Annals of "Dunărea de Jos" University of Galaţi: Fascicle XI Shipbuilding, 2021 For the preliminary design stage, the evaluation of vertical strength is mandatory for the preliminary scantling of the structure. This paper presents the evaluation of the vertical sectional efforts by equivalent beam approach, using the 3D-CAD lines ...
Dumitru-Silviu Perijoc +1 more
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RC beam strengthening using hinge and anchorage approach
Results in Materials, 2020 Retrofitting of existing structures using adhesively bonded plates has been a major growth area in civil engineering and has gained well-deserved popularity over the past few years.
Y.H. Mugahed Amran +6 more
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Lateral Distortional Buckling Resistance Predictions of Composite Alveolar Beams: A Review
Buildings, 2023 Few studies have investigated the structural behavior of steel-concrete composite alveolar beams in hogging bending regions. Their resistance can be reached by lateral distortional buckling (LDB), coupling LDB and local failure modes, or limit states of ...
Vinicius Moura de Oliveira +4 more
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BEHAVIOR OF REINFORCED CONCRETE CONTINUOUS BEAMS STRENGHENED WITH NEAR SURFACE MOUNTED REINFORCEMENT [PDF]
Journal of Engineering Research - Egypt, 2015 Using Near Surface Mounted (NSM) technique for flexural strengthening of reinforced concrete continuous beams became particularly attractive for researchers and applicators.
A. Khalil, Emad Etman, A. El-Masry
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A Parametric Study on the LDB Strength of Steel-Concrete Composite Beams
Eng, 2023 Lateral distortional buckling (LDB) is an instability phenomenon characteristic of steel-concrete composite beams (SCCB) that occurs in the presence of hogging moments in regions close to internal supports.
Alexandre Rossi +4 more
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Buildings, 2023 To examine the vertical shear behavior of narrow-width steel box-UHPC (Ultra-High Performance Concrete) composite beams with partial filling under negative bending moments, a total of six test beams were created and constructed in this study.
Shuai Liu +5 more
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Nonlinear effect on wave loads of large ships in time domain
International Journal of Naval Architecture and Ocean Engineering, 2011 As sea state harsher in the ocean space, more large motion and wave loads occurs on ships hull by non-linear phenomena. To consider nonlinear effect on ships hull in the structural design verification, the direct calculation method with numerical ...
Mun-Sung Kim +3 more
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