华北水利水电学院学报
華北水利水電學院學報
화북수이수전학원학보
JOURNAL OF NORTH CHINA INSTITUTE OF WATER CONSERVANCY AND HYDROELECTRIC POWER
2001年
1期
15-18
,共4页
陈爱玖%解伟%赵中极%赵平
陳愛玖%解偉%趙中極%趙平
진애구%해위%조중겁%조평
渡槽%涵洞式渡槽%有限元%应力
渡槽%涵洞式渡槽%有限元%應力
도조%함동식도조%유한원%응력
利用三维有限元对涵洞式渡槽进行结构分析，根据结构特征、地质条件和结构材料的力学参数，对结构进行分析，得到应力和变形规律，为渡槽设计提供了可靠依据.
利用三維有限元對涵洞式渡槽進行結構分析，根據結構特徵、地質條件和結構材料的力學參數，對結構進行分析，得到應力和變形規律，為渡槽設計提供瞭可靠依據.
이용삼유유한원대함동식도조진행결구분석，근거결구특정、지질조건화결구재료적역학삼수，대결구진행분석，득도응력화변형규률，위도조설계제공료가고의거.
The structure of culvert aqueduct was analyzed in details by finite element. Based on structural characteristics,geological condition and mechanical paramenters of structure material, the equeduct is simplified to a three dimensional liner body. The ultimate bearing limit states of aqueduct structure is analyzed. The results obtained in this paper provied reliable basis for aqueduct design.
