河南城建学院学报
河南城建學院學報
하남성건학원학보
JOURNAL OF PINGDINGSHAN INSTITUTE OF TECHNOLOGY
2011年
4期
1-6
,共6页
尤元宝%刘凡%韩伟%陈建兵
尤元寶%劉凡%韓偉%陳建兵
우원보%류범%한위%진건병
波折板连接件%推出试验%抗剪性能%荷载一滑移曲线%破坏形态
波摺闆連接件%推齣試驗%抗剪性能%荷載一滑移麯線%破壞形態
파절판련접건%추출시험%항전성능%하재일활이곡선%파배형태
corrugated perforated plate shear connector%push-out test%shear behavior%load versus slip curve%failure modes
波折开孔板连接件是一种新型剪力连接件。通过对设计、制作的6个波折板连接件和两个平开孔板连接件试件在单调静力荷载作用下的推出试验,主要研究波高不同对连接件抗剪性能的影响。得出了两种连接件试件的荷载一滑移曲线、荷载一应力曲线、横向贯穿钢筋的荷载一应变曲线及破坏形态。结果表明:波折板连接件的荷载一滑移曲线大致可分为无滑移阶段、弹性阶段和塑性发展阶段;其受剪承载力和抗剪刚度随着波高的增加而增大;与平板连接件相比,具有承载力更高、抗滑移性能更好、延性较好等优点。
波摺開孔闆連接件是一種新型剪力連接件。通過對設計、製作的6箇波摺闆連接件和兩箇平開孔闆連接件試件在單調靜力荷載作用下的推齣試驗,主要研究波高不同對連接件抗剪性能的影響。得齣瞭兩種連接件試件的荷載一滑移麯線、荷載一應力麯線、橫嚮貫穿鋼觔的荷載一應變麯線及破壞形態。結果錶明:波摺闆連接件的荷載一滑移麯線大緻可分為無滑移階段、彈性階段和塑性髮展階段;其受剪承載力和抗剪剛度隨著波高的增加而增大;與平闆連接件相比,具有承載力更高、抗滑移性能更好、延性較好等優點。
파절개공판련접건시일충신형전력련접건。통과대설계、제작적6개파절판련접건화량개평개공판련접건시건재단조정력하재작용하적추출시험,주요연구파고불동대련접건항전성능적영향。득출료량충련접건시건적하재일활이곡선、하재일응력곡선、횡향관천강근적하재일응변곡선급파배형태。결과표명:파절판련접건적하재일활이곡선대치가분위무활이계단、탄성계단화소성발전계단;기수전승재력화항전강도수착파고적증가이증대;여평판련접건상비,구유승재력경고、항활이성능경호、연성교호등우점。
The corrugated perforated plate was a new type of shear connector.This paper presented the results from static push-out tests on six corrugated perforated plate connectors and two perfobond plate connectors,which had been designed and made.The effects of the different height of wave on shearing behavior were mainly studied.The load versus-slip curve,the load-stress curve,the load-strain curve of transverse rebar and the failure modes of the two shear connectors were obtained.The conclusions showed that the load versus slip curve of the corrugated perforated plate shear connectors approximately included no slip stage,the elastic stage and the plastic-developing stage.Increasing the height of wave could enhance the bearing capacity and shearing rigidity.Compared with the perforated shear connectors,the corrugated perforated plate shear connectors had advantages of higher bearing capacity,better slide-resistant behavior and ductility and so on.