西北工业大学学报
西北工業大學學報
서북공업대학학보
JOURNAL OF NORTHWESTERN POLYTECHNICAL UNIVERSITY
2015年
3期
375-381
,共7页
Z-pin增强%T型接头%桥接牵引%黏聚区模型%分层破坏
Z-pin增彊%T型接頭%橋接牽引%黏聚區模型%分層破壞
Z-pin증강%T형접두%교접견인%점취구모형%분층파배
复合材料T型接头Z?pin增强就是将直径非常细的金属或复合材料pin针植入筋条?蒙皮截面,通过Z?pin的桥接牵引提高接头力学性能。采用ABAQUS有限元软件分别建立了T型接头与Z?pin增强T型接头的三维数值计算模型。基于黏聚区模型,采用新的简化后Z?pin桥接牵引关系模拟Z?pin增强作用过程。模拟了T型接头的拉伸失效模式,计算了其拉伸强度和总耗散能,对比分析了有无Z?pin增强2种接头的载荷?位移曲线和损伤耗散能?位移曲线。数值计算结果与文献中数据符合较好。结果表明:Z?pin增强T型接头的极限载荷与极限位移相比于无增强T型接头分别提高了66%和304%;2种接头的载荷?位移曲线斜率相同,初始损伤载荷一致;Z?pin增强T型接头在拉伸破坏过程中相比于无增强接头吸收能量多13.74倍。
複閤材料T型接頭Z?pin增彊就是將直徑非常細的金屬或複閤材料pin針植入觔條?矇皮截麵,通過Z?pin的橋接牽引提高接頭力學性能。採用ABAQUS有限元軟件分彆建立瞭T型接頭與Z?pin增彊T型接頭的三維數值計算模型。基于黏聚區模型,採用新的簡化後Z?pin橋接牽引關繫模擬Z?pin增彊作用過程。模擬瞭T型接頭的拉伸失效模式,計算瞭其拉伸彊度和總耗散能,對比分析瞭有無Z?pin增彊2種接頭的載荷?位移麯線和損傷耗散能?位移麯線。數值計算結果與文獻中數據符閤較好。結果錶明:Z?pin增彊T型接頭的極限載荷與極限位移相比于無增彊T型接頭分彆提高瞭66%和304%;2種接頭的載荷?位移麯線斜率相同,初始損傷載荷一緻;Z?pin增彊T型接頭在拉伸破壞過程中相比于無增彊接頭吸收能量多13.74倍。
복합재료T형접두Z?pin증강취시장직경비상세적금속혹복합재료pin침식입근조?몽피절면,통과Z?pin적교접견인제고접두역학성능。채용ABAQUS유한원연건분별건립료T형접두여Z?pin증강T형접두적삼유수치계산모형。기우점취구모형,채용신적간화후Z?pin교접견인관계모의Z?pin증강작용과정。모의료T형접두적랍신실효모식,계산료기랍신강도화총모산능,대비분석료유무Z?pin증강2충접두적재하?위이곡선화손상모산능?위이곡선。수치계산결과여문헌중수거부합교호。결과표명:Z?pin증강T형접두적겁한재하여겁한위이상비우무증강T형접두분별제고료66%화304%;2충접두적재하?위이곡선사솔상동,초시손상재하일치;Z?pin증강T형접두재랍신파배과정중상비우무증강접두흡수능량다13.74배。
Z?pinned composite T?joint is reinforced by inserting thin metal or composite rods through the skin?flange section during manufacturing. Its mechanical properties are improved by bridging traction of Z?pin. ABAQUS soft?ware was used to build 3D numerical models of unpinned and z?pin reinforced T?joints. Based on cohesive zone ap?proach, a new simplified bridging traction model of pins was developed to model the reinforcing process of Z?pins. The damage evolutions of unpinned and Z?pinned T?joints were respectively simulated. The tensile ultimate strength and total damage dissipation energy were calculated. And load?displacement curves and dissipation energy?displace?ment curves of unpinned and Z?pinned composite joints were compared. They agree with the results from references. It is shown that the ultimate load and displacement of Z?pinned joints are respectively 66% and 304% higher than their unpinned ones. At the beginning of damage, the slopes of load?displacement curves seem to be similar before the unpinned one fractured first. During fracture process, absorption energy of Z?pin reinforced T?joint is about 13.74 times more than that of unpinned one.