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登錄Ansys Workbench流固耦合,設(shè)置瞬態(tài)結(jié)構(gòu)時(shí)間步后,流固耦合面不可用workbench使用Fluent+Transient Structural流固耦合,設(shè)置多個(gè)分析步(Step)后,流固耦合面(Fluid Solid Interface)就變?yōu)閱?wèn)號(hào)不可用應(yīng)該怎么解決




5.368E-5s(總的計(jì)算時(shí)間為2.2s)計(jì)算時(shí)間步對(duì)比(1)模型(未設(shè)置):初始時(shí)間步長(zhǎng)為8.38E-7,結(jié)束時(shí)時(shí)間步長(zhǎng)為5.92E-7(2)模型(設(shè)置K=64,L=1,且設(shè)置*CONTROL_TERMINATION中ENDMASS=40):初始時(shí)間步長(zhǎng)為7.21E-15,結(jié)束時(shí)時(shí)間步長(zhǎng)為**(未算完)(3)模型(設(shè)置K=16,L=1,且設(shè)置*CONTROL_TERMINATION










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