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Development of the applicability of simplified Henry’s method for skewed multicell box-girder bridges under traffic loading conditions

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Journal of Zhejiang University-Science A(Applied Physics & Engineering) 2012年第12期13卷 915-925页

作者： Iman MOHSENI A.R.Khalim RASHID Department of Civil Engineering Universiti Kebangsaan Malaysia(National University of Malaysia)

Concrete precast multicell box-girder(MCB) bridges combine aesthetics with torsional stiffness *** analytical studies indicate that currently available specifications are unable to consider the effect of the twisting moment(torsional moment) on bridge *** straight bridges the effect of torsion is negligible and the transverse reinforced design is governed by other ***,in the case of skewed bridges the effect of the twisting moment should be ***,an in-depth study was performed on 90 concrete MCB bridges with skew angles ranging from 0° to 60°.For each girder the bridge actions were determined under the American Association of State Highway and Transportation Officials(AASHTO) live load *** analytical results show that torsional stiffness and live load positions greatly affected the bridges' *** addition,based on a statistical analysis of the obtained results,several skew correction factors are proposed to improve the precision of the simplified Henry's method,which is widely used by bridge engineers to predict bridge *** relationship between the bending moment and secondary moments was also investigated and it was concluded that all secondary actions increase with an increase in skewness.

关键词： Distribution factor Live loads Skewed bridges grillage analysis

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Three-dimensional modelling of shear keys in concrete gravity dams using an advanced grillage method

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Water Science and Engineering 2020年第3期13卷 223-232页

作者： Mahdi Ben Ftima Steephane Lafrance Pierre Leeger Polytechnique Montreal Montreal University CampusMontrealH3C 3A7Canada

Contraction joint shear keys are resilient features of gravity dams that can be considered to increase the sliding safety factors or minimise seismic residual sliding displacements,allowing costly remedial actions to be *** paper presents a novel,robust,and computationally efficient three-dimensional(3D)modelling and simulation strategy of gravity dams,using a series of adjacent cantilever beam elements to represent individual *** monoliths are interconnected in the longitudinal direction by 3D no-tension link elements representing the lumped shear key stiffness contributions at a particular *** objective is to assess the shear key internal force demands,including the axial force,shear,and moment *** key demand-capacity ratios can then be assessed with related multi-axial failure *** 3D link element stiffness coefficients were derived from a series of 3D finite element(FE)solid models with a detailed representation of geometrical features of multiple shear *** results from the proposed method based on advanced grillage analysis show strong agreement with reference solutions from 3D FE solid models,demonstrating high accuracy and performance of the proposed *** application of the proposed advanced grillage method to a dam model with two monoliths clearly shows the advantage of the proposed method,in comparison to the classical approach used in practise.

关键词： Gravity dam Shear keys Seismic analysis grillage analysis Finite element model Multi-scale approach

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