简介:鉴于新老桥梁设计汽车荷载模型的不同和对桥梁限载取值的研究,系统对比了不同时期、不同荷载等级桥梁设计汽车荷载效应的差异程度。根据不同的设计汽车荷载模型,以跨径为6~30m的简支梁桥为计算对象,分别计算汽车-10级、汽车-15级、汽车-20级、汽车-超20级以及公路-I级和公路-Ⅱ级汽车荷载作用下的跨中弯矩和支点剪力。研究结果表明:对于跨径L在6~30m内的简支梁桥,新老规范设计汽车荷载作用下的跨中弯矩随跨径的变化趋势是相同的,然而两者支点剪力的变化趋势差异很大。计算跨径越小,新老规范设计汽车荷载作用下的内力效应差值越小,利用新规范对老规范设计的桥梁进行升级加固越有利。
简介:BasedonthetraditionalSmoothedParticleHydrodynamics(SPH)algorithm,thelinked-listsearchalgorithmcombinedwiththevariablesmoothinglengthandsquaresupportdomainwasputforwardtoimprovethecalculationefficiencyandguaranteethecalculationaccuracy.Thephysicalprocessofhighvelocityfragmentimpactonabroadsideliquidcabinwasprogrammedforsimulation.ThenumericalresultsagreedwellwiththoseofthegeneralsoftwareANSYSAUTODYN,whichverifiestheeffectivenessandfeasibilityofthenumericalmethod.Fromtheperspectiveoftheouterplatethicknessoftheliquidcabin,thewidthoftheliquidcabin,andincidentangleofthefragment,theinfluenceoftheseparametersonprotectivemechanismswasanalyzedtoprovideabasisforprotectivedesignofabroadsideliquidcabin.Resultsshowthattheinfluenceofouterplatethicknessisnotobvious;therefore,theconventionaldesigncanbeadoptedinthedesignoftheouterplate.Thewidthoftheliquidcabinhasagreatinfluenceontheresidualvelocityofthefragmentandthewidthoftheliquidcabinshouldbedesignedtobeaswideaspossibleunderthepremiseofmeetingotherrequirements.Thereisacertainincidentangleinwhichthevelocityattenuationofthefragmentismostobvious,andthehigh-pressurezoneneartheinnerplateisasymmetric.Theinnerplateofliquidcabinshouldbestrengthenedaccordingtothehullform,principaldimensions,andvulnerablepoints.
简介:本文介绍揭阳市榕华大桥主桥上部、下部结构设计特点及主桥的经济技术指标。