西北水电
西北水電
서북수전
NORTHWEST WATER POWER
2013年
5期
21-24
,共4页
软体排%静水%动水%受力分析%有限元法
軟體排%靜水%動水%受力分析%有限元法
연체배%정수%동수%수력분석%유한원법
soft compound geotextile%static water%dynamic water%action analysis%finite element
软体排因其排布具有隔离、反滤作用及整体具有一定的柔性可适应凹凸不平的地形,材料使用寿命长、施工方便等特点,被广泛应用于河道的护底及护岸、海岸的护滩、泄水建筑物后部的防冲等。在软体排施工中,为了防止沉排时因受力过大导致排体撕裂、铺排船倾覆等的发生,要严格控制软体排船舷处拉力。对于静水中沉排时软体排船舷处拉力的研究,已基本趋于成熟化,有精确的解析解,但对动水中沉排时软体排拉力多采用试验方法得出经验公式来计算。文章在静水中沉排时软体排受力基础上建立动水中软体排计算有限模型,并通过具体算例得出动水中软体排拉力变化的一些规律。
軟體排因其排佈具有隔離、反濾作用及整體具有一定的柔性可適應凹凸不平的地形,材料使用壽命長、施工方便等特點,被廣汎應用于河道的護底及護岸、海岸的護灘、洩水建築物後部的防遲等。在軟體排施工中,為瞭防止沉排時因受力過大導緻排體撕裂、鋪排船傾覆等的髮生,要嚴格控製軟體排船舷處拉力。對于靜水中沉排時軟體排船舷處拉力的研究,已基本趨于成熟化,有精確的解析解,但對動水中沉排時軟體排拉力多採用試驗方法得齣經驗公式來計算。文章在靜水中沉排時軟體排受力基礎上建立動水中軟體排計算有限模型,併通過具體算例得齣動水中軟體排拉力變化的一些規律。
연체배인기배포구유격리、반려작용급정체구유일정적유성가괄응요철불평적지형,재료사용수명장、시공방편등특점,피엄범응용우하도적호저급호안、해안적호탄、설수건축물후부적방충등。재연체배시공중,위료방지침배시인수력과대도치배체시렬、포배선경복등적발생,요엄격공제연체배선현처랍력。대우정수중침배시연체배선현처랍력적연구,이기본추우성숙화,유정학적해석해,단대동수중침배시연체배랍력다채용시험방법득출경험공식래계산。문장재정수중침배시연체배수력기출상건립동수중연체배계산유한모형,병통과구체산례득출동수중연체배랍력변화적일사규률。
The soft geotextile is widely utilized for bottom protection of river course, river bank protection, sea bank apron and scouring pro-tection of the rear sections of outlet structures as it can play the roles of isolation, filter and flexibility which can satisfy the uneven landforms. This geotextile also features long service life and construction convenience.The tension on the geotextile at shipboard shall be controlled strictly in the geotextile installation so as to avoid the geotextile being torn up or the ship being overturned because of the large tension while the geotextile is being installed.The study on the tension at the shipboard while the geotextile is installed in the static water is becoming ma-ture and precise analysis and calculations are available.But the tension at the shipboard while the geotextile is installed in the dynamic water is calculated by applying the empirical formula which is from test methods.In this paper, the finite element model for calculation of the soft geotextile installation in the dynamic water is constructed based on the action on the geotextile being installed in the static water.Through specific calculation, some laws on variation of action on the geotextile being installed in the dynamic water are concluded.