References

[1]XU B H,BOUCHAIR A,TAAZOUNT M,et al.Numerical and experimental analyses of multiple-dowel steel-to-timber joints in tension perpendicular to grain[J].Engineering Structure,2009,31(10):2357-2367.

[2]SANDHAAS C.Mechanical behavior of timber joints with slotted-in steel plates[D].Delft,Netherlands:Delft University.of Technology,2012.

[3]KHELIFA M,KHENNANE A.Numerical analysis of the cutting forces in timber[J].Journal of Engineering Mechanics,2013,140(3):523-530.

[4]SIRUMBAL-ZAPATA L F,MALAGACHUQUITAYPE C,ELGHAZOULI A Y.A three-dimensional plasticity-damage constitutive model for timber under cyclic loads[J].Computers and Structures,2018,195(2018):47-63.

[5]WANG M Q,SONG X B,GU X L.Three-Dimensional Combined Elastic-Plastic and Damage Model for Nonlinear Analysis of Wood[J].Journal of Structural Engineering,2018,144(8):04018103.

[6]OUDJENE M,KHELIFA M.Elasto-plastic constitutive law for wood behavior under compressive loadings[J].Construction and Building Materials,2009,23(11):3359-3366.

[7]DINWOODIE J M.Failure in Timber Part 3:The Effect of Longitudinal Compression on Some Mechanical Properties[J].Wood Science and Technology.1978,12(1978):271-285.

[8]POULSEN J S,MORAN P M,SHIH C F,et al.Kink band initiation and band broadening in clear wood under compressive loading[J].Mechanics of Materials,1997,25(1997):67-77.

[9]WU J Y,LI J,FARIA R.An energy release rate-based plastic-damage model for concrete[J].International Journal of Solids and Structures,2006,43(2006):583-612.