河海大学学报(自然科学版)
河海大學學報(自然科學版)
하해대학학보(자연과학판)
JOURNAL OF HOHAI UNIVERSITY (NATURAL SCIENCES)
2014年
5期
416-421
,共6页
吉伯海%赵端端%傅中秋%汪锋%沈丹雯
吉伯海%趙耑耑%傅中鞦%汪鋒%瀋丹雯
길백해%조단단%부중추%왕봉%침단문
钢箱梁%车轮荷载%疲劳构造细节%等效应力幅%疲劳应力等级
鋼箱樑%車輪荷載%疲勞構造細節%等效應力幅%疲勞應力等級
강상량%차륜하재%피로구조세절%등효응력폭%피로응력등급
steel box girder%wheel load%fatigue structural details%equivalent stress amplitude%fatigue stress level
针对车轮荷载作用下钢箱梁的疲劳构造细节等级评定问题,基于应力影响线,研究钢箱梁9种疲劳构造细节的局部疲劳应力。根据等效损伤原理对最大应力幅进行修正,并以此为依据划分钢箱梁疲劳构造细节。结果表明:车轮荷载对钢箱梁9种疲劳构造细节的应力影响范围均较小,横隔板与顶板、纵肋相交处的应力影响范围为横隔板间距;顶板与纵肋相交处、纵肋对接处以及顶板对接处,应力影响范围为横隔板间距的1/2。钢箱梁横隔板与纵肋相交处的修正等效应力幅最大,纵肋对接处的修正等效应力幅最小。考虑受力和施工质量,钢箱梁疲劳构造细节可划分为5个疲劳应力等级,并给出9种疲劳构造细节对应的等级。
針對車輪荷載作用下鋼箱樑的疲勞構造細節等級評定問題,基于應力影響線,研究鋼箱樑9種疲勞構造細節的跼部疲勞應力。根據等效損傷原理對最大應力幅進行脩正,併以此為依據劃分鋼箱樑疲勞構造細節。結果錶明:車輪荷載對鋼箱樑9種疲勞構造細節的應力影響範圍均較小,橫隔闆與頂闆、縱肋相交處的應力影響範圍為橫隔闆間距;頂闆與縱肋相交處、縱肋對接處以及頂闆對接處,應力影響範圍為橫隔闆間距的1/2。鋼箱樑橫隔闆與縱肋相交處的脩正等效應力幅最大,縱肋對接處的脩正等效應力幅最小。攷慮受力和施工質量,鋼箱樑疲勞構造細節可劃分為5箇疲勞應力等級,併給齣9種疲勞構造細節對應的等級。
침대차륜하재작용하강상량적피로구조세절등급평정문제,기우응력영향선,연구강상량9충피로구조세절적국부피로응력。근거등효손상원리대최대응력폭진행수정,병이차위의거화분강상량피로구조세절。결과표명:차륜하재대강상량9충피로구조세절적응력영향범위균교소,횡격판여정판、종륵상교처적응력영향범위위횡격판간거;정판여종륵상교처、종륵대접처이급정판대접처,응력영향범위위횡격판간거적1/2。강상량횡격판여종륵상교처적수정등효응력폭최대,종륵대접처적수정등효응력폭최소。고필수력화시공질량,강상량피로구조세절가화분위5개피로응력등급,병급출9충피로구조세절대응적등급。
In order to evaluate the fatigue stress level of the structural details of a steel box girder under the wheel load, the local fatigue stress of nine structural details were studied based on the stress influence line. The greatest stress amplitude was corrected according to the principle of damage equivalence, and the structural details of the steel box girder were divided. The results show that the vehicle load has little influence on the fatigue stress of the nine structural details of the steel box girder. At the intersection of the diaphragm plate, the roof, and the longitudinal rib, the influence on the stress occurred in the interval of the diaphragm plate. At the intersection of the diaphragm plate and the longitudinal rib, and at longitudinal rib joints and roof joints, the influence on the stress occurred at half of the interval of the diaphragm plate. The corrected equivalent stress amplitude was the greatest at the joint of the diaphragm plate and the longitudinal rib, and the smallest at longitudinal rib joints. With consideration of stress and construction quality, the fatigue stress of the structural details of the steel box girder can be classified into five levels, and the corresponding levels of the nine fatigue structural details are also provided.