6Huang Y Z. Ferrocement for Water Treatment Plant Ship[J].Journal of Ferrocement, 1989, (19) :251 - 255.
7Chen X B, Zhao G F. The Calculation of Crack Width in Ferrocement under axial tension [A]. In proceedings of 3rd Conference on Ferrocement[C]. India, 1988.12 - 20.
8Singh G, Xiong G J. How Reliable and Important is the Prediction of Crack width in Ferrocement in Direct Tension? [J]. Cement and Concrete Composites, 1991, (13) : 3 - 12.
9Paramasivam P, Lim C, Ong K. Strengthening of RC Beams With Ferrocement Laminates [J]. Cement and Concrete Comoisites,1998, (20) : 53 - 65.
1[1]Mehta PK.Concrete Structure, Properties and Materials[M].Elsevier Applied Sicence Ltd,USA,1986.
2[2]ACI Committee 549 (ACI 549.1-88R).Guid for the Design, Construction, and Repair of Ferrocement.ACI Structural Journal, 1988,(85):325-351.
3[4]Huang Y Z.Ferrocement for Water Treatment Plant Ship[J].Journal of Ferrocement, 1989,(19):251-255.
4[5]Chen X B,Zhao G F.The Calculation of Crack Width in Ferrocement under Axial Tension[A].In proceedings of 3rd Conference on Ferrocement[C], India,1988.12-20.
5[6]Singh G, Xiong G J.How Reliable and Important is the Prediction of Crack Width in Ferrocement in Direct Tension?[J].Cement and Concrete Composites,1991,(13):3-12.
6[7]Paramasivam P, Lim C,Ong K.Strengthening of RC Beams with Ferrocement Laminates[J].Cement and Concrete Composites,1998,(20):53-65.
7丁自强，钢丝网水泥理论及应用专家研讨会论文集，1993年
8Xiong G J，Cement & Concrete Composites，1994年，16卷，2期，107页
3ACI Committee. Guide for the Design,Construction and Repair of Ferrocement,ACI Structural Journal,1988 (3)
4Singh G,Xiong G J. How Reliable and Important is the Prediction of Crack Width in Ferrocement in Direct Tension. Cement and Concrete Composites,1991 (13)
5Chen X B,Zhao G F. The Calculation of Crack Width in Ferrocement under Axial Tension [A]. In Proceedings of 3rd Conference on Ferrocement,India,1988
6Mehta P K. Concrete Structure,Properties and Materials,Elsevier Applied science,USA. 1986
